DDW-2024-007300

TALISMAN CIVIL CONSULTANTS
1588 S MAIN ST #200 SALT LAKE CITY, UTAH 84115
WWW.TALISMANCIVIL.COM

TO: FROM:
State of Utah Division of Drinking Water Talisman Civil Consultants, LLC.
195 North 1950 West 1588 South Main Street, Suite 200
Salt Lake City, UT 84116 Salt Lake City, Utah 84115
[phone] [phone] / fax: [phone]

RE: Snowbasin Resort Legend Well House Plan Review Application Package DDW File Number 13337.

Water Identification Number: 446715
Utah Well Number: 2235005M00
Snowbasin Resort Water System Number: 29071

Please accept this Plan Review Application Package of Engineered Drawings and Submittal Documents.

INCLUDED IN PACKAGE:
• One (1) copy of Snowbasin Well PNF
• One (1) copy of Well Location Data DDW-2018-003089
• One (1) copy of Certification of Well Seal
• One (1) copy of Well Drillers Report
• One (1) copy of Aquifer Draw Down Test (Step Drawdown and Constant Rate Test
• One (1) copy at 24” x 36” of Legend Well House Construction Documents and Specifications.
• Pump Information – see sheet C701 of Construction Documents
• Well Head Discharge Piping – see Construction Documents
• Well House Design – see Construction Documents
• One (1) copy of Well Checklist DDW-2020-013733.

Per Division of Drinking Water Hydraulic Rule Summary, this project will not adversely affect water users and
will meet minimum flow and pressure requirements, therefore Hydraulic Model Report will not be submitted.

For any questions or concerns, please contact Ryan Cathey, PE at 801-743-1308 or [e-mail].

System Name:
System Number:
Address:
City, State, Zip:
Name:
Title:
Address:
City, State, Zip:
Phone No.:
E-mail Address:
Name:
Company:
Address:
City, State, Zip:
Phone No.:
E-mail Address:
Name:
Company:
Address:
City, State, Zip:
E-mail Address:
Name:
2Duration (hrs):
Aug-22
[e-mail]
Salt Lake City, UT 84121
2498 East Nantucket Drive
801.842.3495
GHAR Funding
Phone No.:
8b. If YES, specify rule reference below [R309-511-4(1)(a)(i)-(iv)]:
Phone No.:
9. State or Federal Agency Funding:
8a. Is the project exempt from the Hydraulic Model Report requirement? [see
R309-511-4(1)(a)(i) through (iv)]
David Reed
Farr West, Utah 84404
801-782-3580 (x205)
[e-mail]
[ERC = Equivalent Residential Connection; SRF = State Revolving Fund]
801.620.1000
Nov-22
3. Professional Engineer (PE) Responsible for System Oversight (if
applicable)
4. Professional Engineer (PE) Responsible for Design of this Project
Begin Construction:
Complete Construction:
Talisman Civil Consultants
7. Anticipated Construction Schedule (if applicable):
Advertise for Bids:
5. Local Fire Code Official & Required Fire Flow for Proposed Project
NA
Salt Lake City, UT 84115
801.743.1308
[e-mail]
Snowbasin Groundwater Development
Snowbasin is engaged in a groundwater exploration program that includes the
drilling of three deep exploration wells to depths as deep as 2,200 feet below the
ground surface. The purpose of the groundwater exploration program is to assess
the geologic structure, lithologic conditions, and water quality of the target
aquifers. Depending upon the findings of the groundwater exploration program,
Snowbasin may provide engineering documents and other data to properly
construct and permit Public Water Supply wells that will supplement Snowbasin's
existing water supply. The submittal of plans and specifications for one or more
wells, drinking water source protection, well performance data, and and grout seal
certifications may be provided to the DDW as part of this project. Subsequent
submittals to the DDW may include plans and specifications for equipping the wells
including down-hole pumps, pump houses, water lines, water treatment, and other
infrastructure required to build and certify the wells as drinking water sources.
1588 S. Main St. Ste. 200
PO Box
Email completed form & documents to [e-mail] or mail to: Utah Division of Drinking Water
P.O. Box 144830, Salt Lake City, Utah 84114-4830, [phone]
Huntsville, Utah
Req'd flow (gpm):
Loan #
City, State, Zip:
E-mail Address:
2,000
PROJECT NOTIFICATION FORM (PNF)
Utah Division of Drinking Water (DDW)
Present No. of ERCs system is obligated to serve:
No. of ERCs this project will add:
3,125
153 (@800 GPD)
Population Served:
6. Project Description (provide a unique facility name, location, and sufficient
details to specifically identify the project):
DDW - Plan Review File No.:
DDW - Date Received:
Please provide the following information for a proposed Public Drinking Water Project.
For a new public water system (PWS) also complete a New PWS Application Form (see DDW website).
1. Public Water System (PWS) Information
Snowbasin Resort
29071
Submit (preferably by email) the completed PNF with plans and specifications to DDW.
NA
[e-mail]
King Water Resources Bid Opening:
https://deq.utah.gov/drinking-water/plan-review-program-tools
Checklists for use in preparing plans for review by DDW are available at:
Huntsville, Utah 84317
Ryan Cathey, P.E.
Van F. King, PG
Davy Ratchford
PO Box 460
General Manager
2. Name and Address for Official Correspondence (Mayor, Public Works
Director, Administrative Contact, etc.)
Yes No
Drinking Water Board (SRF or FSRF)
Community Impact Board (CIB)
None
Other (Specify)
DDW- Eng-0004 Page 1 of 1 3/22/2018
DDW/MEJ 07/06/09
Location Data for Public Water Systems

Please send information to: Utah Division of Drinking Water
Fax [phone], Voice 801-536-4200
PO Box 144830, 150 North 1950 West
Salt Lake City, Utah 84114-4830
[e-mail]

The items in bold below are essential. Please provide as much additional information as you know.
Thank you for the information.
Your name:____________________________________________________________________
Your contact information:_________________________________________________________
______________________________________________________________________________
Water system number:____________________ Facility number:__________________________
Water system name:____________________________________________________________
Water facility name:____________________________________________________________
Latitude:________________________ North Longitude:________________________ West
List Degrees-Minutes-Seconds (DDD° MM’ SS.SSSS”) to at least the nearest second, or
Decimal Degrees (DDD.DDDDDD°) to at least four decimal places [R309-515-4(7)].
Other coordinates (explain below):__________________________________________________
Date of Collection:___________________________________________
Method of Collection:____ Standard GPS ____GPS Code, differentially corrected
____ Map Interpolation - map type,
scale:_________________________
____ Surveying Other:______________________________
Horizontal Accuracy:___________circle: meters or feet
Horizontal Datum: _____ NAD 83, North American Datum of 1983
(check GPS settings, _____ WGS 84, World Geodetic System of 1984
if necessary) _____ NAD 27, North American Datum of 1927
Map Type:____________________ Scale of Map:_________________(not applicable for GPS)
Elevation:_______________ circle: meters or feet
Elevation Method:_____ Standard GPS _____ GPS Code, diff. corrected
of Collection ______ Topographic Map Interpolation _____ Surveying
______ Other:___________________________________________________
Elevation Accuracy:__________circle: meters or feet
Vertical Datum:_____ Elevation from Mean Sea Level
_____ NAVD 88, North American Vertical Datum of 1988
_____ NGVD 29, National Geodetic Vertical Datum of 1929
Comments:____________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________

R O C K Y M O U N T A I N | M I D W E S T | S O U T H W E S T | T E X A S
PO Box 520517 Salt Lake City, Utah 84152 | Office: 435 -879 -3338 | LREWATER.COM

August 8, 2022

Davy Ratchford
Snowbasin Resort Company
P.O. Box 460
Huntsville, Utah 84317

RE: Well Seal Certification for Legend Well
Snowbasin Resort
Public Water System No. UTAH29071
Weber County, Utah

Dear Mr. Ratchford,
On August 4, 2022, I witnessed the sealing procedure for the well referenced above as
authorized by R309-515-6(5)(b). This letter is to certify that the well sealing procedure
met the requirements of Utah Administrative Code (UAC), Rule R309-515-6(6)(i), Well
Sealing Techniques and Requirements, and Rule R655-4-11.4, Surface Seals and
Interval Seals.
The following tables and figures summarize information about the well, the Public Water
System (PWS), the well driller and the well sealing process.
Table 1 – Well Background
Table 2 – Well Location Information
Table 3 – Well Driller Information
Table 4 – Well Construction Information
Table 5 – Well Sealing Description
Figure 1 – Location Map

This well seal certification is not a Plan Approval to construct a public drinking
water well or an Operating Permit to use the well as a public drinking water source.
Such approval may only be granted by the Director of the Division of Drinking Water. A
copy of this letter has been sent to the Director of the Division of Drinking Water.

Legend Well – Grout Seal Certification
August 8, 2022
Page 2 of 2

If you have any questions regarding this certification, please contact me at (801) 541-
4426 (mobile) or [e-mail].
Sincerely,

Neil I. Burk, P.G.
Senior Project Manager
LRE Water

Enclosures: Table 1 – Well Background
Table 2 – Well Location Information
Table 3 – Well Driller Information
Table 4 – Well Construction Information
Table 5 – Well Sealing Description
Figure 1 – Location Map

Attachment: Grout Witness Authorization Letter

Cc: Alan Lang, Lang Equipment, [e-mail]
Van King, King Water Resources, [e-mail]
Jim Goddard, Division of Water Rights, [e-mail]
Scott Braeden, Weber-Morgan Health Department, [e-mail]
Neil Burk, LRE Water, [e-mail]

1664KWR02
NB

Legend Well – Grout Seal Certification

TABLES AND FIGURES

Legend Well - Grout Seal Certification
Well Name:Legend Well
Start Card Water Right Number:Test Well#: 2235005M00
Well Identification Number (WIN):446715
Well Owner:Snowbasin Resort Company
Well Type:Test Well
Public Water System (PWS)
Name:
Snowbasin Resort
PWS Number:UTAH29071
Water Source ID:Not available
DDW File Number Not available
Consultant:Van King, P.G.
King Water Resources
County:Weber County
Nearest Town:Mountain Green
Location Listed on Start Card:Easting: 428324.460
Northing: 4562576.402
Local Health Department:Weber-Morgan Health Department
Street Address:Not applicable
Latitude/Longitude:41.21140, -111.85500
Method Used to Determine
Latitude/Longitude:
Utah Division of Water Rights interactive map
Datum:NAD 83
Well Head Elevation:6590 feet
Method Used to Determine
Elevation:
Estimated from the Snowbasin, Utah 7.5-minute
USGS topographic map
Name of Licensed Well Driller:Alan Lang
License Number:568
Company Representative's
Name:
Alan Lang
Company Name:Lang Equipment, LLC
Mailing Address:P.O. Box 27558
Salt Lake City, Utah 84127
Phone Number:[phone]
Responsible Driller/Operator
Onsite During Well Sealing:
Sammy Tho (OR 808)
Kyle Schilling (OR 750)
TABLE 3
WELL DRILLER INFORMATION
TABLE 1
WELL BACKGROUND
TABLE 2
WELL LOCATION INFORMATION
Legend Well - Grout Seal Certification
Depth Interval Well Drilling Method
0 – 114 feet: Conventional mud-rotary
Depth Interval Borehole Diameter
0 – 114 feet: 19 inches with tri-cone bit
Depth Interval Blank Casing
0 – 114 feet: 14-inch diameter low carbon steel surface casing;
0.250-inch wall thickness
Depth Interval Well Screen
Depth Interval Annulus Size
0 – 114 feet: Minimum 2.5 inches; between borehole wall and 14-
inch diameter surface casing
Depth Interval Seal Material
0 – 114 feet: Certified neat cement grout well seal around surface
casing; approximately 547 cubic feet installed
Pitless Adaptor:
Notes:
Table shows construction at the time of grout seal installation and is not the final well construction.
Blank Casing:
TABLE 4
WELL CONSTRUCTION INFORMATION
Well Drilling
Method:
Borehole
Diameter:
Annulus Size:
I am uncertain if a pitless adaptor will be installed on the well
Well Screen:
Well Seals:
Legend Well - Grout Seal Certification
Description of
Well Sealing
Process:
On August 4, 2022, Lang Equipment (Lang) sealed the 14-inch diameter surface casing
for the Legend Well from a depth of 114 feet up to ground surface with neat cement
grout. Each neat cement grout batch was prepared in a 500-gallon mixer and grout
pump and installed in the borehole through a 2.3-inch diameter (BQ) tremie pipe. Each
neat cement grout batch was prepared by mixing a supersack (approximately 2500
pounds) of Type I/II Portland cement with approximately 145 gallons (gals) of water.
The first (hot) batch was prepared by also mixing 50 pounds (lbs) of calcium chloride
into the grout batch. A total of 17 batches (547 cubic feet) were mixed and installed in
the borehole and each batch was installed immediately after mixing and measuring the
grout density.
Grout Material:Neat cement grout
Grout Volume:The theoretical volume of the annular space between the 14-inch diameter surface
casing and the borehole wall from ground surface to a depth of 114 feet is 103 cubic
feet. Lang installed approximately 547 cubic feet of neat cement grout around the
surface casing. The discrepancy between the theoretical volume and the installed
volume is due to large washouts in the borehole and grout flowing out into the very
permeable formation.
Grout Density:The grout density was measured to be between 16.5 and 15.2 pounds per gallon
(lbs/gal) prior to installation in the borehole. The average density was 15.4 lbs/gal.
Method of
Placement:
Tremie pipe and grout pump.
Depth from
Surface:
The certified cement grout well seal extends from ground surface to a depth of 114 feet.
Did Grout Come
to the Surface?
Yes grout came to the surface.
Length of
Tremie Pipe:
The bottom of the tremie pipe was set to a depth of approximately 110 feet for the first
(hot) batch of neat cement grout. The tremie was then set to a depth of 110 feet and 14
batches were installed. The tremie was then set to a depth of 60 feet and 2 more
batches were installed. The tremie was then removed from the borehole after grout
returns at the surface.
Issues Observed
During Well
Sealing:
No issues were observed during the installation of the neat cement grout seal for the
Legend Well.
TABLE 5
WELL SEALING DESCRIPTION
!A
Legend Well
T6N R1E
T5N R1E
05 04
29
32 33
28
31
30
06 03
34
27
0908
2120
1007
19 22
CN
1664KWR02 | AUGUST 2022
This product is for reference purposes only and is not to
be construed as a legal document or survey instrument.
SNOW BAS IN R ES OR T C OM PAN YLOCATION MAPFIGURE 1
Note s: All locations are approximate.
Snowbasin
0 2,000
FeetSCALE:1:2 4,000
Legend Well – Grout Seal Certification

ATTACHMENT

195 North 1950 West • Salt Lake City, UT
Mailing Address: P.O. Box 144830 • Salt Lake City, UT 84114-4830
Telephone [phone] • Fax [phone] • T.D.D. [phone]
www.deq.utah.gov
Printed on 100% recycled paper
State of Utah

GARY R. HERBERT
Governor

SPENCER J. COX
Lieutenant Governor

Department of
Environmental Quality

Amanda Smith
Executive Director

DIVISION OF DRINKING WATER
Kenneth H. Bousfield, P.E.
Director

December 23, 2013

Neil Burk, P.G.
Loughlin Water Associates
3100 West Pinebrook Road, Suite 1100
Park City, UT 84098

Dear Mr. Burk:

Subject: Well Seal Witness Authorization

On August 28, 2013 the Division of Drinking Water (the Division) received your request that the
Director authorize you to witness the well sealing procedure for a public drinking water well and
issue well seal certificate per Utah Administrative Code R309-515-6(5)(b).

The Division’s Well Seal Witness Authorization Review Committee reviewed your application
based on the below criteria:

1. At least 5 years professional experience designing wells, supervising well drilling or other
equivalent experience associated with well drilling or well sealing that are acceptable to
the Director [R309-515-6(5)(b)(ii)(A)].
2. Evidence of licensure as a professional engineer or professional geologist in Utah [R309-
515-6(5)(b)(ii)(B)(II)].
3. No familial, former long term employee, business partnerships, etc. with a well driller
[R309-515-6(5)(b)(ii)(B)(III)].
4. Acknowledgement that the applicant would not be acting as an agent or employee of the
State of Utah and that any losses incurred while acting as a witness would not be covered
by governmental immunity or Utah’s insurance [R309-515-6(5)(b)(ii)(B)(IV)].
5. Willingness to attend training events as required by the Director [R309-515-
6(5)(b)(ii)(B)(V)].
6. Complete, with a minimum of 75% passing grade, an examination on water well drilling
rules as offered by the Division of Water Rights [R309-515-6(5)(b)(ii)(B)(V)].

The Well Seal Witness Authorization Review Committee determined that you have met all of the
above criteria. On this basis you are hereby authorized to witness the public drinking water
Neil Burk, P.G.
Page 2
December 23, 2013

well sealing procedure and to issue well seal certificates. This authorization is contingent upon
your continuous fulfillment of the conditions for obtaining authorization per R309-515-6(5)(b)(ii).

Please include all of the following information, as a minimum, in each well seal certificate per
R309-515-6(5)(b)(iii), and send a copy of the well seal certificate to the Division.

(A) Certification that the well sealing procedure met all the requirements of Rule R309-515-
6(6)(i);
(B) The water right under which the well was drilled and the well driller's license number;
(C) The public water system name (if applicable);
(D) The latitude and longitude of the well and method used for its determination;
(E) The well head's approximate elevation;
(F) Casing diameter(s), length(s), and material(s);
(G) The size of the annulus between the borehole and casing;
(H) A description of the sealing process including the sealing material used, its volume,
density, method of placement, and depth from surface; and
(I) The names and company affiliations of other individuals observing the sealing procedure
including, but not limited to the well driller, the well owner, and/or a consultant.

Thank you for your interest in being a part of this program, and congratulations on becoming an
authorized well grout inspector.

Sincerely,
Michael J. Grange, P.E.
Acting Director

NL/mnc

ccs: DEQ District Engineers
Neil Burk, P.G., Loughlin Water Associates, [e-mail]
Jim Goddard, P.G., Division of Water Rights, [e-mail]
Jim Martin, P.G., Division of Drinking Water, [e-mail]
Nathan Lunstad, P.E., Division of Drinking Water, [e-mail]

DDW-2013-013888.docx

Well Completion and Performance Testing Report, Snowbasin Legend Well
King Water Resources March 2023

Attachment H

Well Performance Step-Rate Data

Snowbasin Legend Well
Step Test Date: October 17, 2022 Static Water Level Prior to Step Test 98.44 ft
Pumping Time: 0800 - 16:00 Reference Point 2.65 ft above ground Surface
Static WL Time 07:55 on 10/17/22 Static Water Level below ground surface 95.79 ft
Step 1 - 122 gpm Step 2 - 177 gpm Step 3 - 227 gpm
Elapsed Time
(Seconds)
Elapsed Time
(Minutes)
Depth to
Water
(Feet)
Drawdown
(feet)
Elapsed Time
(Seconds)
Elapsed Time
(Minutes)
Depth to
Water
(Feet)
Drawdown
(feet)
Elapsed Time
(Seconds)
Elapsed Time
(Minutes)
Depth to
Water
(Feet)
Drawdown
(feet)
0.00 0.0000 98.440 0.000 0.00 0.0000 116.000 17.560 0.00 0.0000 127.620 29.180
0.25 0.0042 99.486 0.200 0.25 0.0042 116.770 18.330 0.25 0.0042 128.808 30.368
0.50 0.0083 101.735 0.200 0.50 0.0084 116.317 17.877 0.50 0.0084 128.174 29.734
0.75 0.0125 103.912 0.200 0.75 0.0125 116.588 18.148 0.75 0.0125 128.205 29.765
1.00 0.0167 106.541 0.200 1.00 0.0167 116.716 18.276 1.00 0.0167 128.144 29.704
1.25 0.0208 108.509 0.200 1.25 0.0209 117.008 18.568 1.25 0.0209 127.991 29.551
1.50 0.0250 108.338 0.200 1.50 0.0250 117.000 18.560 1.50 0.0250 128.083 29.643
1.75 0.0292 106.892 0.400 1.75 0.0292 117.000 18.560 1.75 0.0292 128.119 29.679
2.00 0.0333 105.410 0.500 2.00 0.0334 117.021 18.581 2.21 0.0369 128.089 29.649
2.25 0.0375 104.355 0.750 2.25 0.0375 117.000 18.560 2.43 0.0406 128.102 29.662
2.50 0.0417 103.530 1.000 2.50 0.0417 117.000 18.560 2.65 0.0442 127.904 29.464
2.75 0.0458 103.149 1.250 2.75 0.0459 117.147 18.707 2.88 0.0480 127.967 29.527
3.00 0.0500 103.145 1.500 3.00 0.0500 117.165 18.725 3.10 0.0516 127.924 29.484
3.25 0.0542 102.973 2.000 3.25 0.0542 117.208 18.768 3.32 0.0553 128.040 29.600
3.50 0.0583 102.884 2.500 3.50 0.0584 117.039 18.599 3.54 0.0590 128.047 29.607
3.75 0.0625 102.744 3.000 3.75 0.0625 117.057 18.617 3.76 0.0626 127.956 29.516
4.02 0.0669 102.565 3.500 4.00 0.0667 116.857 18.417 4.00 0.0667 128.001 29.561
4.25 0.0708 102.511 3.750 4.25 0.0709 116.858 18.418 4.25 0.0709 127.969 29.529
4.50 0.0750 102.402 3.962 4.50 0.0750 117.019 18.579 4.50 0.0750 127.934 29.494
4.75 0.0792 102.400 3.960 4.75 0.0792 116.975 18.535 4.75 0.0792 128.026 29.586
5.00 0.0833 102.288 3.848 5.00 0.0834 117.046 18.606 5.00 0.0834 128.149 29.709
5.25 0.0875 102.222 3.782 5.25 0.0875 117.214 18.774 5.25 0.0875 128.398 29.958
5.50 0.0917 102.137 3.697 5.50 0.0917 117.345 18.905 5.50 0.0917 128.192 29.752
5.75 0.0958 102.101 3.661 5.75 0.0959 117.084 18.644 5.75 0.0959 128.263 29.823
6.00 0.1000 102.111 3.671 6.00 0.1000 116.994 18.554 6.00 0.1000 128.515 30.075
6.36 0.1060 102.197 3.757 6.36 0.1060 117.122 18.682 6.36 0.1060 128.577 30.137
6.72 0.1120 102.167 3.727 6.72 0.1120 117.066 18.626 6.72 0.1120 128.567 30.127
7.14 0.1190 102.224 3.784 7.14 0.1190 117.010 18.570 7.14 0.1190 128.621 30.181
7.56 0.1260 102.436 3.996 7.56 0.1260 117.194 18.754 7.56 0.1260 128.791 30.351
7.98 0.1330 102.626 4.186 7.98 0.1330 117.125 18.685 7.98 0.1330 128.482 30.042
8.46 0.1410 102.749 4.309 8.46 0.1410 117.173 18.733 8.46 0.1410 128.955 30.515
9.00 0.1500 102.967 4.527 9.00 0.1500 117.307 18.867 9.00 0.1500 128.805 30.365
9.48 0.1580 103.201 4.761 9.48 0.1580 117.257 18.817 9.48 0.1580 128.861 30.421
10.08 0.1680 103.639 5.199 10.08 0.1680 117.275 18.835 10.08 0.1680 128.711 30.271
10.68 0.1780 103.899 5.459 10.68 0.1780 117.275 18.835 10.68 0.1780 128.786 30.346
11.28 0.1880 104.119 5.679 11.28 0.1880 117.335 18.895 11.28 0.1880 128.897 30.457
11.94 0.1990 103.251 5.700 11.95 0.1992 117.508 19.068 11.94 0.1990 129.317 30.877
12.66 0.2110 104.040 5.900 12.66 0.2110 117.522 19.082 12.66 0.2110 129.091 30.651
13.44 0.2240 104.766 6.326 13.44 0.2240 117.658 19.218 13.44 0.2240 129.103 30.663
14.22 0.2370 105.201 6.761 14.22 0.2370 117.699 19.259 14.22 0.2370 129.143 30.703
15.06 0.2510 105.677 7.237 15.06 0.2510 117.968 19.528 15.06 0.2510 129.282 30.842
15.96 0.2660 106.016 7.576 15.96 0.2660 117.968 19.528 15.96 0.2660 129.434 30.994
16.92 0.2820 106.478 8.038 16.92 0.2820 118.121 19.681 16.92 0.2820 129.791 31.351
Page 1 of 3 SBasinLegendStepTest.xlsx, 2/17/2023, Prepared by Van F. King, P.G.
17.88 0.2980 106.770 8.330 17.88 0.2980 118.303 19.863 17.88 0.2980 129.765 31.325
18.96 0.3160 106.741 8.301 18.96 0.3160 118.282 19.842 18.96 0.3160 129.903 31.463
20.10 0.3350 107.060 8.620 20.10 0.3350 118.352 19.912 20.10 0.3350 130.059 31.619
21.30 0.3550 107.119 8.679 21.30 0.3550 118.655 20.215 21.30 0.3550 130.267 31.827
22.56 0.3760 107.208 8.768 22.56 0.3760 119.068 20.628 22.56 0.3760 130.350 31.910
23.88 0.3980 107.352 8.912 23.88 0.3980 118.981 20.541 23.88 0.3980 130.439 31.999
25.32 0.4220 107.393 8.953 25.32 0.4220 119.048 20.608 25.32 0.4220 130.431 31.991
26.82 0.4470 107.363 8.923 26.82 0.4470 119.392 20.952 26.82 0.4470 130.891 32.451
28.38 0.4730 107.672 9.232 28.38 0.4730 119.519 21.079 28.38 0.4730 131.072 32.632
30.06 0.5010 107.558 9.118 30.06 0.5010 119.659 21.219 30.06 0.5010 131.285 32.845
31.86 0.5310 107.586 9.146 31.86 0.5310 119.721 21.281 31.86 0.5310 131.521 33.081
33.72 0.5620 107.804 9.364 33.72 0.5620 119.841 21.401 33.72 0.5620 131.567 33.127
35.76 0.5960 107.751 9.311 35.76 0.5960 119.946 21.506 35.76 0.5960 131.740 33.300
37.86 0.6310 107.525 9.085 37.86 0.6310 120.205 21.765 37.86 0.6310 131.868 33.428
40.08 0.6680 107.751 9.311 40.08 0.6680 120.383 21.943 40.08 0.6680 132.012 33.572
42.48 0.7080 107.913 9.473 42.51 0.7085 120.549 22.109 42.48 0.7080 132.178 33.738
45.00 0.7500 107.834 9.394 45.00 0.7500 120.699 22.259 45.00 0.7500 132.379 33.939
47.64 0.7940 107.987 9.547 47.78 0.7964 120.635 22.195 47.64 0.7940 132.432 33.992
50.46 0.8410 108.168 9.728 50.46 0.8410 120.832 22.392 50.46 0.8410 132.643 34.203
53.46 0.8910 108.033 9.593 53.46 0.8910 120.975 22.535 53.56 0.8927 132.781 34.341
56.64 0.9440 108.159 9.719 56.64 0.9440 121.171 22.731 56.64 0.9440 132.957 34.517
60.00 1.0000 108.482 10.042 60.00 1.0000 121.236 22.796 60.00 1.0000 133.135 34.695
63.60 1.0600 108.586 10.146 63.60 1.0600 121.307 22.867 63.60 1.0600 133.187 34.747
67.20 1.1200 108.842 10.402 67.27 1.1212 121.465 23.025 67.20 1.1200 133.282 34.842
71.40 1.1900 108.615 10.175 71.40 1.1900 121.455 23.015 71.40 1.1900 133.367 34.927
75.60 1.2600 108.968 10.528 75.60 1.2600 121.610 23.170 75.60 1.2600 133.498 35.058
79.80 1.3300 108.965 10.525 79.80 1.3300 121.611 23.171 79.80 1.3300 133.684 35.244
84.73 1.4122 109.141 10.701 84.60 1.4100 121.707 23.267 84.60 1.4100 133.766 35.326
90.00 1.5000 109.305 10.865 90.00 1.5000 121.891 23.451 90.00 1.5000 133.890 35.450
94.80 1.5800 109.337 10.897 94.80 1.5800 121.948 23.508 94.80 1.5800 133.886 35.446
100.80 1.6800 109.306 10.866 100.80 1.6800 121.948 23.508 100.80 1.6800 133.984 35.544
106.80 1.7800 109.878 11.438 106.80 1.7800 122.034 23.594 106.80 1.7800 134.181 35.741
112.80 1.8800 109.619 11.179 112.90 1.8817 122.019 23.579 112.80 1.8800 134.159 35.719
119.40 1.9900 109.647 11.207 119.40 1.9900 122.221 23.781 119.40 1.9900 134.411 35.971
126.60 2.1100 109.480 11.040 126.60 2.1100 122.206 23.766 126.60 2.1100 134.462 36.022
134.40 2.2400 110.111 11.671 134.40 2.2400 122.366 23.926 134.40 2.2400 134.530 36.090
142.22 2.3703 110.093 11.653 142.20 2.3700 122.390 23.950 142.20 2.3700 134.627 36.187
150.60 2.5100 109.955 11.515 150.60 2.5100 122.618 24.178 150.60 2.5100 134.685 36.245
159.60 2.6600 110.296 11.856 159.60 2.6600 122.415 23.975 159.60 2.6600 134.883 36.443
169.20 2.8200 110.380 11.940 169.20 2.8200 122.484 24.044 169.30 2.8217 134.989 36.549
178.80 2.9800 110.550 12.110 178.80 2.9800 122.642 24.202 178.80 2.9800 135.148 36.708
189.60 3.1600 110.368 11.928 189.60 3.1600 122.762 24.322 189.60 3.1600 135.268 36.828
201.00 3.3500 110.617 12.177 201.00 3.3500 122.774 24.334 201.00 3.3500 135.367 36.927
213.00 3.5500 110.592 12.152 213.09 3.5514 122.878 24.438 213.00 3.5500 135.409 36.969
225.60 3.7600 110.779 12.339 225.60 3.7600 122.976 24.536 225.60 3.7600 135.458 37.018
238.80 3.9800 110.757 12.317 238.80 3.9800 122.945 24.505 238.86 3.9810 135.774 37.334
253.20 4.2200 111.080 12.640 253.20 4.2200 123.014 24.574 253.20 4.2200 135.815 37.375
268.20 4.4700 111.083 12.643 268.20 4.4700 123.103 24.663 268.20 4.4700 136.071 37.631
283.80 4.7300 110.880 12.440 283.80 4.7300 123.295 24.855 283.80 4.7300 136.071 37.631
300.60 5.0100 111.188 12.748 300.60 5.0100 123.258 24.818 300.60 5.0100 136.243 37.803
318.60 5.3100 111.463 13.023 318.60 5.3100 123.346 24.906 318.60 5.3100 136.217 37.777
337.20 5.6200 111.499 13.059 337.20 5.6200 123.269 24.829 337.20 5.6200 136.547 38.107
357.60 5.9600 111.654 13.214 357.60 5.9600 123.415 24.975 357.60 5.9600 136.553 38.113
Page 2 of 3 SBasinLegendStepTest.xlsx, 2/17/2023, Prepared by Van F. King, P.G.
378.60 6.3100 111.663 13.223 378.60 6.3100 123.462 25.022 378.60 6.3100 136.619 38.179
400.80 6.6800 111.761 13.321 400.80 6.6800 123.445 25.005 400.80 6.6800 136.737 38.297
424.80 7.0800 111.853 13.413 424.80 7.0800 123.703 25.263 424.80 7.0800 136.946 38.506
450.00 7.5000 111.611 13.171 450.00 7.5000 123.610 25.170 450.00 7.5000 137.094 38.654
476.40 7.9400 111.945 13.505 476.40 7.9400 123.623 25.183 476.40 7.9400 137.300 38.860
504.60 8.4100 111.920 13.480 504.60 8.4100 123.639 25.199 504.60 8.4100 137.409 38.969
534.60 8.9100 112.161 13.721 534.60 8.9100 123.770 25.330 534.61 8.9102 137.297 38.857
566.40 9.4400 112.145 13.705 566.40 9.4400 123.850 25.410 566.40 9.4400 137.460 39.020
600.00 10.0000 112.427 13.987 600.00 10.0000 123.959 25.519 600.00 10.0000 137.653 39.213
636.00 10.6000 112.269 13.829 636.00 10.6000 123.948 25.508 636.00 10.6000 137.723 39.283
672.00 11.2000 112.440 14.000 672.00 11.2000 124.042 25.602 672.00 11.2000 137.760 39.320
714.00 11.9000 112.689 14.249 714.00 11.9000 124.090 25.650 714.00 11.9000 137.817 39.377
756.00 12.6000 112.766 14.326 756.00 12.6000 124.066 25.626 756.00 12.6000 138.122 39.682
798.00 13.3000 112.755 14.315 798.00 13.3000 124.139 25.699 798.00 13.3000 138.063 39.623
846.00 14.1000 112.781 14.341 846.00 14.1000 124.138 25.698 846.00 14.1000 138.210 39.770
900.00 15.0000 113.143 14.703 900.00 15.0000 124.236 25.796 900.00 15.0000 138.210 39.770
948.00 15.8000 113.078 14.638 948.00 15.8000 124.251 25.811 948.00 15.8000 138.491 40.051
1008.00 16.8000 113.032 14.592 1008.00 16.8000 124.333 25.893 1008.00 16.8000 138.583 40.143
1068.00 17.8000 113.155 14.715 1068.00 17.8000 124.409 25.969 1068.00 17.8000 138.516 40.076
1128.00 18.8000 113.104 14.664 1128.00 18.8000 124.432 25.992 1128.00 18.8000 138.681 40.241
1194.00 19.9000 113.202 14.762 1194.07 19.9012 124.482 26.042 1194.00 19.9000 138.830 40.390
1266.00 21.1000 113.374 14.934 1266.00 21.1000 124.345 25.905 1266.11 21.1019 139.027 40.587
1344.00 22.4000 113.494 15.054 1344.00 22.4000 124.593 26.153 1344.00 22.4000 139.056 40.616
1422.00 23.7000 113.547 15.107 1422.00 23.7000 124.725 26.285 1422.00 23.7000 139.078 40.638
1506.00 25.1000 113.557 15.117 1506.00 25.1000 124.571 26.131 1506.00 25.1000 139.259 40.819
1596.00 26.6000 113.796 15.356 1596.00 26.6000 124.725 26.285 1596.11 26.6018 139.382 40.942
1692.00 28.2000 113.948 15.508 1692.00 28.2000 124.781 26.341 1692.00 28.2000 139.355 40.915
1788.00 29.8000 113.707 15.267 1788.00 29.8000 124.831 26.391 1788.00 29.8000 139.553 41.113
1896.00 31.6000 114.042 15.602 1896.00 31.6000 124.980 26.540 1896.00 31.6000 139.565 41.125
2010.00 33.5000 114.054 15.614 2010.00 33.5000 125.158 26.718 2010.00 33.5000 139.746 41.306
2130.00 35.5000 114.215 15.775 2130.00 35.5000 125.137 26.697 2130.00 35.5000 139.825 41.385
2256.11 37.6019 114.079 15.639 2256.00 37.6000 125.228 26.788 2256.00 37.6000 139.937 41.497
2388.00 39.8000 114.282 15.842 2388.00 39.8000 125.217 26.777 2388.14 39.8023 140.017 41.577
2532.00 42.2000 114.615 16.175 2532.00 42.2000 125.311 26.871 2532.00 42.2000 140.049 41.609
2682.08 44.7013 114.446 16.006 2682.00 44.7000 125.491 27.051 2682.00 44.7000 140.098 41.658
2838.00 47.3000 114.513 16.073 2838.00 47.3000 125.695 27.255 2838.00 47.3000 140.358 41.918
3006.00 50.1000 114.655 16.215 3006.00 50.1000 125.728 27.288 3006.00 50.1000 140.414 41.974
3186.00 53.1000 114.869 16.429 3186.00 53.1000 125.955 27.515 3186.00 53.1000 140.414 41.974
3372.00 56.2000 115.028 16.588 3372.00 56.2000 125.971 27.531 3372.00 56.2000 140.532 42.092
3576.00 59.6000 115.148 16.708 3576.03 59.6006 125.954 27.514 3576.00 59.6000 140.681 42.241
3786.00 63.1000 114.924 16.484 3786.00 63.1000 126.213 27.773 3786.00 63.1000 140.651 42.211
4008.00 66.8000 115.103 16.663 4008.00 66.8000 126.383 27.943 4008.00 66.8000 140.890 42.450
4248.00 70.8000 115.183 16.743 4248.00 70.8000 126.527 28.087 4248.00 70.8000 140.944 42.504
4500.14 75.0023 115.174 16.734 4500.00 75.0000 126.594 28.154 4500.00 75.0000 141.292 42.852
4764.00 79.4000 115.373 16.933 4764.00 79.4000 126.716 28.276 4764.00 79.4000 141.392 42.952
5046.03 84.1004 115.634 17.194 5046.00 84.1000 127.112 28.672 5046.00 84.1000 141.280 42.840
5346.00 89.1000 115.760 17.320 5346.00 89.1000 127.020 28.580 5346.00 89.1000 141.431 42.991
5646.00 94.1000 115.583 17.143 5646.00 94.1000 127.133 28.693 5646.00 94.1000 141.5021 43.062
5946.00 99.1000 115.627 17.187 5946.00 99.1000 127.150 28.710 5946.00 99.1000 141.693 43.253
6246.00 104.1000 116.001 17.561 6246.08 104.1013 127.231 28.791 6246.00 104.1000 141.948 43.508
6546.00 109.1000 115.883 17.443 6546.01 109.1001 127.508 29.068 6546.00 109.1000 142.1 43.624
6846.00 114.1000 115.900 17.460 6846.00 114.1000 127.550 29.110 6846.00 114.1000 142.15 43.710
7200.00 120.0000 116.000 17.560 7200.00 120.0000 127.620 29.180 7200.00 120.0000 142.220 43.780
Page 3 of 3 SBasinLegendStepTest.xlsx, 2/17/2023, Prepared by Van F. King, P.G.
Well Completion and Performance Testing Report, Snowbasin Legend Well
King Water Resources March 2023

Attachment I

Well Performance Constant Rate and
Residual-Drawdown Data

Snowbasin Legend Well Constant Rate Test Data
October 25 - 27, 2022 Discharge Rate 272 gpm
Static Water Level
below TOC 99.02 ft SWL Date: 10/25/22
TOC Reference 2.65 ft SWL Time: 09:46
below ground
surface 96.37 ft
Time Since Pumping
Started
(minutes)
Time Since Pumping
Stopped
(minutes)
Total Time
(minutes)
Drawdown
(feet)
Depth to Water
below TOC
(feet)
Depth to Water
Below Ground
Surface
(feet)
Field
Turbidity
(NTU)
0.00 0.00 0.00 99.02 96.37
0.00 0.00 1.98 101.000 98.35
0.01 0.01 2.98 102.000 99.35
0.01 0.01 3.98 103.000 100.35
0.02 0.02 5.19 104.205 101.56
0.02 0.02 5.00 104.017 101.37
0.03 0.03 4.92 103.936 101.29
0.03 0.03 4.82 103.838 101.19
0.03 0.03 4.86 103.875 101.23
0.04 0.04 4.72 103.737 101.09
0.04 0.04 4.83 103.850 101.20
0.05 0.05 4.77 103.789 101.14
0.05 0.05 4.86 103.875 101.23
0.05 0.05 4.91 103.928 101.28
0.06 0.06 5.05 104.067 101.42
0.06 0.06 5.04 104.056 101.41
0.07 0.07 5.14 104.160 101.51
0.07 0.07 5.19 104.212 101.56
0.08 0.08 5.45 104.472 101.82
0.08 0.08 5.44 104.457 101.81
0.08 0.08 5.78 104.796 102.15
0.09 0.09 5.92 104.938 102.29
0.09 0.09 6.18 105.198 102.55
0.10 0.10 5.95 104.966 102.32
0.10 0.10 6.41 105.431 102.78
0.11 0.11 6.63 105.647 103.00
0.11 0.11 6.73 105.746 103.10
0.12 0.12 7.13 106.147 103.50
0.13 0.13 7.36 106.384 103.73
0.13 0.13 7.82 106.840 104.19
0.14 0.14 8.02 107.042 104.39
0.15 0.15 8.53 107.551 104.90
0.16 0.16 8.84 107.857 105.21
0.17 0.17 9.18 108.204 105.55
0.18 0.18 9.66 108.684 106.03
0.19 0.19 10.03 109.049 106.40
0.20 0.20 10.41 109.429 106.78
0.21 0.21 10.79 109.813 107.16
0.22 0.22 11.21 110.231 107.58
0.24 0.24 11.55 110.567 107.92
0.25 0.25 12.10 111.124 108.47
0.27 0.27 12.36 111.384 108.73
0.28 0.28 12.57 111.588 108.94
0.30 0.30 13.06 112.081 109.43
0.32 0.32 13.40 112.421 109.77
0.34 0.34 13.75 112.774 110.12
0.36 0.36 14.23 113.250 110.60
0.38 0.38 15.20 114.221 111.57
0.40 0.40 15.33 114.355 111.70
0.42 0.42 15.57 114.594 111.94
0.45 0.45 15.75 114.767 112.12
0.47 0.47 16.14 115.158 112.51
0.50 0.50 16.72 115.736 113.09
0.53 0.53 17.49 116.512 113.86
0.56 0.56 17.78 116.801 114.15
0.60 0.60 18.51 117.527 114.88
0.63 0.63 18.88 117.903 115.25
0.67 0.67 19.37 118.394 115.74
0.71 0.71 19.85 118.868 116.22
0.75 0.75 20.52 119.542 116.89
0.79 0.79 21.43 120.446 117.80
0.84 0.84 21.72 120.744 118.09
0.89 0.89 22.32 121.343 118.69
0.94 0.94 22.98 122.004 119.35
1.00 1.00 23.62 122.638 119.99
1.06 1.06 24.03 123.053 120.40
1.12 1.12 24.55 123.569 120.92
1.19 1.19 24.83 123.852 121.20
1.26 1.26 25.52 124.536 121.89
1.33 1.33 25.83 124.854 122.20
1.41 1.41 26.34 125.365 122.71
1.50 1.50 26.84 125.862 123.21
1.58 1.58 27.34 126.356 123.71
1.68 1.68 27.44 126.459 123.81
1.78 1.78 27.95 126.974 124.32
1.88 1.88 28.26 127.281 124.63
1.99 1.99 28.89 127.908 125.26 1.12
2.11 2.11 28.94 127.960 125.31
Bison Bluffs Constant Rate Test Data 1 of 20 SBasinLegendConstant.xlsx, 2/17/2023, Prepared by Van F. King, P.G.
2.24 2.24 29.50 128.525 125.87
2.37 2.37 29.97 128.988 126.34
2.51 2.51 30.11 129.129 126.48
2.66 2.66 30.46 129.484 126.83
2.82 2.82 30.84 129.864 127.21
2.98 2.98 31.22 130.235 127.59
3.16 3.16 31.59 130.614 127.96
3.35 3.35 31.81 130.832 128.18
3.55 3.55 32.16 131.179 128.53
3.76 3.76 32.29 131.314 128.66
3.98 3.98 32.70 131.724 129.07
4.22 4.22 33.04 132.060 129.41
4.47 4.47 33.19 132.215 129.56
4.73 4.73 33.59 132.605 129.96
5.01 5.01 33.79 132.806 130.16
5.31 5.31 34.11 133.130 130.48
5.62 5.62 34.27 133.288 130.64
5.96 5.96 34.58 133.603 130.95
6.31 6.31 34.76 133.784 131.13
6.68 6.68 35.13 134.148 131.50
7.08 7.08 35.34 134.364 131.71
7.50 7.50 36.03 135.050 132.40
7.94 7.94 36.43 135.446 132.80
8.41 8.41 36.66 135.684 133.03
8.91 8.91 36.75 135.772 133.12
9.44 9.44 37.17 136.192 133.54
10.00 10.00 37.33 136.349 133.70 2.49
10.60 10.60 37.66 136.675 134.03
11.20 11.20 37.75 136.773 134.12
11.90 11.90 38.24 137.256 134.61
12.60 12.60 38.46 137.485 134.83
13.30 13.30 38.58 137.603 134.95
14.10 14.10 38.85 137.872 135.22
15.00 15.00 39.31 138.325 135.68
15.80 15.80 39.37 138.389 135.74
16.80 16.80 39.75 138.765 136.12
17.80 17.80 39.79 138.810 136.16
18.80 18.80 40.04 139.060 136.41
19.90 19.90 40.31 139.328 136.68
21.10 21.10 40.37 139.391 136.74
22.40 22.40 40.55 139.565 136.92
23.70 23.70 40.70 139.721 137.07
25.10 25.10 40.87 139.893 137.24
26.60 26.60 41.28 140.302 137.65
28.20 28.20 41.48 140.501 137.85
29.80 29.80 41.77 140.790 138.14
31.60 31.60 42.09 141.111 138.46
33.50 33.50 42.24 141.261 138.61
35.50 35.50 42.30 141.319 138.67
37.60 37.60 42.77 141.787 139.14
39.80 39.80 43.14 142.157 139.51
42.20 42.20 43.66 142.684 140.03
44.70 44.70 44.30 143.316 140.67
47.30 47.30 44.97 143.991 141.34
50.10 50.10 45.48 144.499 141.85
53.10 53.10 45.97 144.988 142.34
56.20 56.20 46.36 145.375 142.73
59.60 59.60 46.76 145.784 143.13
63.10 63.10 47.20 146.218 143.57
66.80 66.80 47.62 146.639 143.99
70.80 70.80 47.86 146.879 144.23
75.00 75.00 48.15 147.167 144.52
79.40 79.40 48.58 147.597 144.95 4.36
84.10 84.10 48.84 147.862 145.21
89.10 89.10 49.24 148.256 145.61
94.10 94.10 49.35 148.367 145.72
99.10 99.10 49.62 148.636 145.99
104.10 104.10 50.18 149.200 146.55
109.10 109.10 50.56 149.579 146.93
114.10 114.10 50.68 149.702 147.05
119.10 119.10 50.85 149.874 147.22 2.31
124.10 124.10 51.16 150.183 147.53
129.10 129.10 51.43 150.454 147.80
134.10 134.10 51.70 150.718 148.07
139.10 139.10 51.91 150.927 148.28
144.10 144.10 52.27 151.294 148.64
149.10 149.10 52.47 151.492 148.84
154.10 154.10 52.80 151.822 149.17
159.10 159.10 52.79 151.812 149.16
164.10 164.10 53.40 152.421 149.77
169.10 169.10 53.27 152.292 149.64
174.10 174.10 53.67 152.692 150.04
179.10 179.10 53.57 152.591 149.94
184.10 184.10 53.82 152.840 150.19
189.10 189.10 54.21 153.228 150.58
194.10 194.10 54.41 153.434 150.78
199.10 199.10 54.56 153.580 150.93
204.10 204.10 54.72 153.743 151.09
209.10 209.10 54.83 153.852 151.20
Bison Bluffs Constant Rate Test Data 2 of 20 SBasinLegendConstant.xlsx, 2/17/2023, Prepared by Van F. King, P.G.
214.10 214.10 54.93 153.951 151.30
219.10 219.10 55.07 154.086 151.44
224.10 224.10 55.39 154.407 151.76
229.10 229.10 55.60 154.620 151.97
234.10 234.10 55.66 154.678 152.03
239.10 239.10 55.63 154.649 152.00 0.89
244.10 244.10 55.72 154.738 152.09
249.10 249.10 56.06 155.083 152.43
254.10 254.10 56.23 155.254 152.60
259.10 259.10 56.23 155.249 152.60
264.10 264.10 56.18 155.201 152.55
269.10 269.10 56.51 155.533 152.88
274.10 274.10 56.55 155.573 152.92
279.10 279.10 56.63 155.653 153.00
284.10 284.10 56.97 155.985 153.34
289.10 289.10 56.99 156.007 153.36
294.10 294.10 56.78 155.803 153.15
299.10 299.10 57.21 156.232 153.58
304.10 304.10 57.08 156.104 153.45
309.10 309.10 57.58 156.599 153.95
314.10 314.10 57.56 156.578 153.93
319.10 319.10 57.65 156.670 154.02
324.10 324.10 57.92 156.944 154.29
329.10 329.10 58.04 157.055 154.41
334.10 334.10 58.03 157.047 154.40
339.10 339.10 58.10 157.117 154.47
344.10 344.10 58.23 157.253 154.60
349.10 349.10 58.42 157.438 154.79
354.10 354.10 58.50 157.518 154.87
359.10 359.10 58.50 157.515 154.87 0.67
364.10 364.10 58.55 157.570 154.92
369.10 369.10 58.61 157.629 154.98
374.10 374.10 58.82 157.839 155.19
379.10 379.10 59.30 158.320 155.67
384.10 384.10 59.11 158.129 155.48
389.10 389.10 59.18 158.199 155.55
394.10 394.10 59.11 158.127 155.48
399.10 399.10 59.28 158.297 155.65
404.10 404.10 59.19 158.209 155.56
409.10 409.10 59.50 158.520 155.87
414.10 414.10 59.39 158.410 155.76
419.10 419.10 59.69 158.710 156.06
424.10 424.10 59.74 158.755 156.11
429.10 429.10 59.85 158.867 156.22
434.10 434.10 60.09 159.109 156.46
439.10 439.10 59.92 158.941 156.29
444.10 444.10 60.48 159.498 156.85
449.10 449.10 60.19 159.214 156.56
454.10 454.10 60.43 159.447 156.80
459.10 459.10 60.43 159.447 156.80
464.10 464.10 60.54 159.560 156.91
469.10 469.10 60.43 159.447 156.80
474.10 474.10 60.83 159.846 157.20
479.10 479.10 60.59 159.614 156.96 0.71
484.10 484.10 60.81 159.830 157.18
489.10 489.10 60.66 159.682 157.03
494.10 494.10 60.72 159.744 157.09
499.10 499.10 60.89 159.905 157.26
504.10 504.10 60.98 159.995 157.35
509.10 509.10 60.98 160.000 157.35
514.10 514.10 61.14 160.163 157.51
519.10 519.10 61.22 160.243 157.59
524.10 524.10 61.20 160.217 157.57
529.10 529.10 61.26 160.277 157.63
534.10 534.10 61.39 160.407 157.76
539.10 539.10 61.34 160.364 157.71
544.10 544.10 61.49 160.510 157.86
549.10 549.10 61.53 160.549 157.90
554.10 554.10 61.65 160.667 158.02
559.10 559.10 61.79 160.809 158.16
564.10 564.10 61.43 160.450 157.80
569.10 569.10 61.79 160.809 158.16
574.10 574.10 61.93 160.948 158.30
579.10 579.10 62.19 161.212 158.56
584.10 584.10 62.07 161.086 158.44
589.10 589.10 62.10 161.121 158.47
594.10 594.10 62.03 161.046 158.40
599.10 599.10 62.18 161.198 158.55 1.31
604.10 604.10 62.29 161.307 158.66
609.10 609.10 62.18 161.196 158.55
614.10 614.10 62.37 161.388 158.74
619.10 619.10 62.44 161.457 158.81
624.10 624.10 62.35 161.369 158.72
629.10 629.10 62.55 161.570 158.92
634.10 634.10 62.53 161.555 158.90
639.10 639.10 62.68 161.704 159.05
644.10 644.10 62.68 161.698 159.05
649.10 649.10 62.73 161.754 159.10
654.10 654.10 62.90 161.920 159.27
659.10 659.10 62.87 161.885 159.24
664.10 664.10 62.92 161.936 159.29
669.10 669.10 63.00 162.021 159.37
674.10 674.10 63.10 162.118 159.47
679.10 679.10 63.17 162.191 159.54
684.10 684.10 63.41 162.428 159.78
689.10 689.10 63.29 162.310 159.66
694.10 694.10 63.27 162.292 159.64
699.10 699.10 63.26 162.275 159.63
704.10 704.10 63.59 162.613 159.96
709.10 709.10 63.47 162.488 159.84
714.10 714.10 63.75 162.771 160.12
719.10 719.10 63.70 162.720 160.07 1.57
724.10 724.10 63.56 162.581 159.93
729.10 729.10 63.67 162.694 160.04
734.10 734.10 63.71 162.731 160.08
Bison Bluffs Constant Rate Test Data 3 of 20 SBasinLegendConstant.xlsx, 2/17/2023, Prepared by Van F. King, P.G.
739.10 739.10 63.75 162.765 160.12
744.10 744.10 63.84 162.860 160.21
749.10 749.10 63.85 162.871 160.22
754.10 754.10 63.99 163.008 160.36
759.10 759.10 64.00 163.020 160.37
764.10 764.10 64.07 163.092 160.44
769.10 769.10 64.06 163.082 160.43
774.10 774.10 64.08 163.103 160.45
779.10 779.10 64.04 163.063 160.41
784.10 784.10 64.16 163.176 160.53
789.10 789.10 64.30 163.316 160.67
794.10 794.10 64.35 163.367 160.72
799.10 799.10 64.31 163.327 160.68
804.10 804.10 64.61 163.631 160.98
809.10 809.10 64.65 163.669 161.02
814.10 814.10 64.62 163.644 160.99
819.10 819.10 64.85 163.873 161.22
824.10 824.10 64.82 163.842 161.19
829.10 829.10 64.91 163.932 161.28
834.10 834.10 64.95 163.966 161.32
839.10 839.10 64.98 163.999 161.35 1.21
844.10 844.10 65.00 164.019 161.37
849.10 849.10 65.03 164.050 161.40
854.10 854.10 65.16 164.184 161.53
859.10 859.10 65.27 164.286 161.64
864.10 864.10 65.15 164.171 161.52
869.10 869.10 65.38 164.399 161.75
874.10 874.10 65.21 164.232 161.58
879.10 879.10 65.50 164.518 161.87
884.10 884.10 65.29 164.307 161.66
889.10 889.10 65.41 164.434 161.78
894.10 894.10 65.41 164.434 161.78
899.10 899.10 65.59 164.614 161.96
904.10 904.10 65.48 164.502 161.85
909.10 909.10 65.55 164.574 161.92
914.10 914.10 65.94 164.958 162.31
919.10 919.10 65.56 164.581 161.93
924.10 924.10 65.67 164.692 162.04
929.10 929.10 65.79 164.806 162.16
934.10 934.10 65.72 164.736 162.09
939.10 939.10 65.87 164.891 162.24
944.10 944.10 65.69 164.713 162.06
949.10 949.10 66.02 165.042 162.39
954.10 954.10 65.82 164.843 162.19
959.10 959.10 66.15 165.174 162.52 1.15
964.10 964.10 66.15 165.166 162.52
969.10 969.10 66.09 165.107 162.46
974.10 974.10 66.26 165.277 162.63
979.10 979.10 66.40 165.423 162.77
984.10 984.10 66.45 165.473 162.82
989.10 989.10 66.34 165.358 162.71
994.10 994.10 66.52 165.540 162.89
999.10 999.10 66.31 165.325 162.68
1004.10 1004.10 66.45 165.468 162.82
1009.10 1009.10 66.60 165.620 162.97
1014.10 1014.10 66.50 165.520 162.87
1019.10 1019.10 66.49 165.514 162.86 0.89
1024.10 1024.10 66.93 165.949 163.30
1029.10 1029.10 66.72 165.741 163.09
1034.10 1034.10 66.57 165.589 162.94
1039.10 1039.10 66.61 165.633 162.98
1044.10 1044.10 66.80 165.822 163.17
1049.10 1049.10 66.91 165.929 163.28
1054.10 1054.10 66.73 165.745 163.10
1059.10 1059.10 66.94 165.965 163.31
1064.10 1064.10 66.85 165.867 163.22
1069.10 1069.10 67.01 166.030 163.38
1074.10 1074.10 66.83 165.845 163.20
1079.10 1079.10 67.15 166.165 163.52
1084.10 1084.10 66.83 165.853 163.20
1089.10 1089.10 67.06 166.075 163.43
1094.10 1094.10 67.21 166.226 163.58
1099.10 1099.10 67.07 166.094 163.44
1104.10 1104.10 67.08 166.096 163.45
1109.10 1109.10 67.36 166.376 163.73
1114.10 1114.10 67.22 166.243 163.59
1119.10 1119.10 67.02 166.040 163.39
1124.10 1124.10 67.30 166.317 163.67
1129.10 1129.10 67.31 166.333 163.68
1134.10 1134.10 67.31 166.333 163.68
1139.10 1139.10 67.11 166.125 163.48
1144.10 1144.10 67.44 166.459 163.81
1149.10 1149.10 67.29 166.313 163.66
1154.10 1154.10 67.24 166.264 163.61
1159.10 1159.10 67.56 166.584 163.93
1164.10 1164.10 67.31 166.327 163.68
1169.10 1169.10 67.45 166.470 163.82
1174.10 1174.10 67.38 166.403 163.75
1179.10 1179.10 67.39 166.405 163.76
1184.10 1184.10 67.43 166.454 163.80
1189.10 1189.10 67.53 166.550 163.90
1194.10 1194.10 67.50 166.519 163.87
1199.10 1199.10 67.36 166.384 163.73 0.89
1204.10 1204.10 67.65 166.674 164.02
1209.10 1209.10 67.72 166.743 164.09
1214.10 1214.10 67.92 166.945 164.29
1219.10 1219.10 67.56 166.580 163.93
1224.10 1224.10 67.75 166.766 164.12
1229.10 1229.10 67.54 166.561 163.91
1234.10 1234.10 67.74 166.765 164.11
1239.10 1239.10 67.79 166.808 164.16
1244.10 1244.10 67.43 166.454 163.80
1249.10 1249.10 67.70 166.720 164.07
1254.10 1254.10 67.80 166.818 164.17
1259.10 1259.10 67.73 166.755 164.10
Bison Bluffs Constant Rate Test Data 4 of 20 SBasinLegendConstant.xlsx, 2/17/2023, Prepared by Van F. King, P.G.
1264.10 1264.10 67.71 166.730 164.08
1269.10 1269.10 67.65 166.665 164.02
1274.10 1274.10 67.94 166.959 164.31
1279.10 1279.10 67.50 166.519 163.87
1284.10 1284.10 67.92 166.939 164.29
1289.10 1289.10 67.88 166.898 164.25
1294.10 1294.10 67.96 166.985 164.33
1299.10 1299.10 67.85 166.874 164.22
1304.10 1304.10 67.76 166.775 164.13
1309.10 1309.10 67.71 166.726 164.08
1314.10 1314.10 67.75 166.768 164.12
1319.10 1319.10 67.68 166.700 164.05 1.2
1324.10 1324.10 67.88 166.899 164.25
1329.10 1329.10 67.89 166.915 164.26
1334.10 1334.10 68.18 167.198 164.55
1339.10 1339.10 67.98 167.003 164.35
1344.10 1344.10 67.96 166.979 164.33
1349.10 1349.10 68.00 167.018 164.37
1354.10 1354.10 67.96 166.980 164.33
1359.10 1359.10 68.05 167.071 164.42
1364.10 1364.10 68.03 167.049 164.40
1369.10 1369.10 68.05 167.071 164.42
1374.10 1374.10 68.26 167.278 164.63
1379.10 1379.10 68.10 167.118 164.47
1384.10 1384.10 68.30 167.315 164.67
1389.10 1389.10 68.29 167.313 164.66
1394.10 1394.10 68.19 167.208 164.56
1399.10 1399.10 68.02 167.036 164.39
1404.10 1404.10 68.25 167.272 164.62
1409.10 1409.10 68.13 167.151 164.50
1414.10 1414.10 68.57 167.587 164.94
1419.10 1419.10 68.20 167.221 164.57
1424.10 1424.10 68.40 167.416 164.77
1429.10 1429.10 68.53 167.550 164.90
1434.10 1434.10 68.52 167.536 164.89
1439.10 1439.10 68.50 167.519 164.87
1440.00 1440.00 68.63 167.652 165.00 1.21
1445.00 1445.00 68.70 167.723 165.07
1450.00 1450.00 68.36 167.375 164.73
1455.00 1455.00 68.67 167.690 165.04
1460.00 1460.00 68.59 167.611 164.96
1465.00 1465.00 68.72 167.736 165.09
1470.00 1470.00 68.51 167.529 164.88
1475.00 1475.00 68.78 167.798 165.15
1480.00 1480.00 68.72 167.737 165.09
1485.00 1485.00 68.70 167.717 165.07
1490.00 1490.00 69.01 168.030 165.38
1495.00 1495.00 68.65 167.668 165.02
1500.00 1500.00 68.67 167.688 165.04
1505.00 1505.00 68.60 167.617 164.97
1510.00 1510.00 68.89 167.909 165.26
1515.00 1515.00 68.87 167.894 165.24
1520.00 1520.00 68.98 167.999 165.35
1525.00 1525.00 68.99 168.011 165.36
1530.00 1530.00 68.86 167.884 165.23
1535.00 1535.00 69.16 168.176 165.53
1540.00 1540.00 69.05 168.066 165.42
1545.00 1545.00 69.12 168.137 165.49
1550.00 1550.00 69.17 168.186 165.54
1555.00 1555.00 69.01 168.025 165.38
1560.00 1560.00 69.00 168.020 165.37 1.18
1565.00 1565.00 69.12 168.137 165.49
1570.00 1570.00 69.29 168.309 165.66
1575.00 1575.00 69.15 168.167 165.52
1580.00 1580.00 69.20 168.216 165.57
1585.00 1585.00 69.04 168.056 165.41
1590.00 1590.00 69.17 168.193 165.54
1595.00 1595.00 69.20 168.218 165.57
1600.00 1600.00 69.18 168.199 165.55
1605.00 1605.00 69.03 168.047 165.40
1610.00 1610.00 68.97 167.986 165.34
1615.00 1615.00 68.96 167.980 165.33
1620.00 1620.00 69.45 168.466 165.82
1625.00 1625.00 69.31 168.328 165.68
1630.00 1630.00 69.14 168.157 165.51
1635.00 1635.00 69.15 168.168 165.52
1640.00 1640.00 69.34 168.359 165.71
1645.00 1645.00 69.37 168.391 165.74
1650.00 1650.00 69.38 168.400 165.75
1655.00 1655.00 69.35 168.373 165.72
1660.00 1660.00 69.35 168.369 165.72
1665.00 1665.00 69.23 168.249 165.60
1670.00 1670.00 69.31 168.334 165.68
1675.00 1675.00 69.30 168.325 165.67
1680.00 1680.00 69.45 168.469 165.82 0.99
1685.00 1685.00 69.23 168.249 165.60
1690.00 1690.00 69.55 168.569 165.92
1695.00 1695.00 69.39 168.410 165.76
1700.00 1700.00 69.47 168.491 165.84
1705.00 1705.00 69.44 168.46 165.81
1710.00 1710.00 69.54 168.56 165.91
1715.00 1715.00 69.39 168.41 165.76
1720.00 1720.00 69.68 168.70 166.05
1725.00 1725.00 69.47 168.49 165.84
1730.00 1730.00 69.41 168.43 165.78
1735.00 1735.00 69.48 168.50 165.85
1740.00 1740.00 69.52 168.54 165.89
1745.00 1745.00 69.53 168.55 165.90
1750.00 1750.00 69.56 168.58 165.93
1755.00 1755.00 69.74 168.76 166.11
1760.00 1760.00 69.48 168.50 165.85
1765.00 1765.00 69.61 168.63 165.98
1770.00 1770.00 69.58 168.60 165.95
1775.00 1775.00 69.69 168.71 166.06
1780.00 1780.00 69.57 168.59 165.94
Bison Bluffs Constant Rate Test Data 5 of 20 SBasinLegendConstant.xlsx, 2/17/2023, Prepared by Van F. King, P.G.
1785.00 1785.00 69.45 168.47 165.82
1790.00 1790.00 69.53 168.55 165.90
1795.00 1795.00 69.76 168.78 166.13
1800.00 1800.00 69.67 168.69 166.04 1.18
1805.00 1805.00 69.79 168.81 166.16
1810.00 1810.00 69.78 168.80 166.15
1815.00 1815.00 69.84 168.86 166.21
1820.00 1820.00 69.95 168.97 166.32
1825.00 1825.00 69.88 168.90 166.25
1830.00 1830.00 70.14 169.16 166.51
1835.00 1835.00 69.75 168.77 166.12
1840.00 1840.00 69.87 168.89 166.24
1845.00 1845.00 69.89 168.91 166.26
1850.00 1850.00 69.82 168.84 166.19
1855.00 1855.00 69.99 169.01 166.36
1860.00 1860.00 69.94 168.96 166.31
1865.00 1865.00 69.59 168.61 165.96
1870.00 1870.00 69.85 168.87 166.22
1875.00 1875.00 70.03 169.05 166.40
1880.00 1880.00 70.05 169.07 166.42
1885.00 1885.00 70.04 169.06 166.41
1890.00 1890.00 70.11 169.13 166.48
1895.00 1895.00 70.10 169.12 166.47
1900.00 1900.00 70.14 169.16 166.51
1905.00 1905.00 70.26 169.28 166.63
1910.00 1910.00 70.23 169.25 166.60
1915.00 1915.00 70.24 169.26 166.61
1920.00 1920.00 70.11 169.13 166.48 1.05
1925.00 1925.00 70.17 169.19 166.54
1930.00 1930.00 70.23 169.25 166.60
1935.00 1935.00 70.29 169.31 166.66
1940.00 1940.00 70.27 169.29 166.64
1945.00 1945.00 70.20 169.22 166.57
1950.00 1950.00 70.28 169.30 166.65
1955.00 1955.00 70.21 169.23 166.58
1960.00 1960.00 70.37 169.39 166.74
1965.00 1965.00 70.37 169.39 166.74
1970.00 1970.00 70.28 169.30 166.65
1975.00 1975.00 70.32 169.34 166.69
1980.00 1980.00 70.50 169.52 166.87
1985.00 1985.00 70.45 169.47 166.82
1990.00 1990.00 70.43 169.45 166.80
1995.00 1995.00 70.64 169.66 167.01
2000.00 2000.00 70.58 169.60 166.95
2005.00 2005.00 70.46 169.48 166.83
2010.00 2010.00 70.46 169.48 166.83
2015.00 2015.00 70.38 169.40 166.75
2020.00 2020.00 70.59 169.61 166.96
2025.00 2025.00 70.70 169.72 167.07
2030.00 2030.00 70.53 169.55 166.90
2035.00 2035.00 70.47 169.49 166.84
2040.00 2040.00 70.47 169.49 166.84 0.95
2045.00 2045.00 70.80 169.82 167.17
2050.00 2050.00 70.79 169.81 167.16
2055.00 2055.00 70.71 169.73 167.08
2060.00 2060.00 70.75 169.77 167.12
2065.00 2065.00 70.80 169.82 167.17
2070.00 2070.00 70.72 169.74 167.09
2075.00 2075.00 70.93 169.95 167.30
2080.00 2080.00 70.92 169.94 167.29
2085.00 2085.00 70.88 169.90 167.25
2090.00 2090.00 70.94 169.96 167.31
2095.00 2095.00 71.03 170.05 167.40
2100.00 2100.00 70.88 169.90 167.25
2105.00 2105.00 70.94 169.96 167.31
2110.00 2110.00 70.94 169.96 167.31
2115.00 2115.00 70.86 169.88 167.23
2120.00 2120.00 70.93 169.95 167.30
2125.00 2125.00 71.08 170.10 167.45
2130.00 2130.00 71.22 170.24 167.59
2135.00 2135.00 71.10 170.12 167.47
2140.00 2140.00 71.18 170.20 167.55
2145.00 2145.00 71.05 170.07 167.42
2150.00 2150.00 71.26 170.28 167.63
2155.00 2155.00 71.25 170.27 167.62
2160.00 2160.00 71.24 170.26 167.61
2165.00 2165.00 71.31 170.33 167.68
2170.00 2170.00 71.32 170.34 167.69
2175.00 2175.00 71.37 170.39 167.74
2180.00 2180.00 71.36 170.38 167.73
2185.00 2185.00 71.30 170.32 167.67
2190.00 2190.00 71.37 170.39 167.74
2195.00 2195.00 71.51 170.53 167.88
2200.00 2200.00 71.45 170.47 167.82
2205.00 2205.00 71.22 170.24 167.59
2210.00 2210.00 71.61 170.63 167.98
2215.00 2215.00 71.40 170.42 167.77
2220.00 2220.00 71.50 170.52 167.87
2225.00 2225.00 71.45 170.47 167.82
2230.00 2230.00 71.50 170.52 167.87
2235.00 2235.00 71.67 170.69 168.04
2240.00 2240.00 71.59 170.61 167.96
2245.00 2245.00 71.60 170.62 167.97
2250.00 2250.00 71.54 170.56 167.91
2255.00 2255.00 71.73 170.75 168.10
2260.00 2260.00 71.79 170.81 168.16
2265.00 2265.00 71.37 170.39 167.74
2270.00 2270.00 71.94 170.96 168.31
2275.00 2275.00 71.81 170.83 168.18
2280.00 2280.00 71.86 170.88 168.23 0.89
2285.00 2285.00 71.63 170.65 168.00
2290.00 2290.00 71.76 170.78 168.13
2295.00 2295.00 71.65 170.67 168.02
2300.00 2300.00 72.00 171.02 168.37
2305.00 2305.00 71.77 170.79 168.14
Bison Bluffs Constant Rate Test Data 6 of 20 SBasinLegendConstant.xlsx, 2/17/2023, Prepared by Van F. King, P.G.
2310.00 2310.00 71.79 170.81 168.16
2315.00 2315.00 71.97 170.99 168.34
2320.00 2320.00 72.15 171.17 168.52
2325.00 2325.00 72.09 171.11 168.46
2330.00 2330.00 71.89 170.91 168.26
2335.00 2335.00 72.02 171.04 168.39
2340.00 2340.00 71.87 170.89 168.24
2345.00 2345.00 71.97 170.99 168.34
2350.00 2350.00 71.93 170.95 168.30
2355.00 2355.00 71.86 170.88 168.23
2360.00 2360.00 72.02 171.04 168.39
2365.00 2365.00 72.16 171.18 168.53
2370.00 2370.00 72.13 171.15 168.50
2375.00 2375.00 72.12 171.14 168.49
2380.00 2380.00 72.17 171.19 168.54
2385.00 2385.00 72.10 171.12 168.47
2390.00 2390.00 72.31 171.33 168.68
2395.00 2395.00 72.14 171.16 168.51
2400.00 2400.00 72.38 171.40 168.75 1.17
2405.00 2405.00 72.25 171.27 168.62
2410.00 2410.00 72.20 171.22 168.57
2415.00 2415.00 72.42 171.44 168.79
2420.00 2420.00 72.32 171.34 168.69
2425.00 2425.00 72.22 171.24 168.59
2430.00 2430.00 72.53 171.55 168.90
2435.00 2435.00 72.42 171.44 168.79
2440.00 2440.00 72.37 171.39 168.74
2445.00 2445.00 72.37 171.39 168.74
2450.00 2450.00 72.39 171.41 168.76
2455.00 2455.00 72.35 171.37 168.72
2460.00 2460.00 72.46 171.48 168.83
2465.00 2465.00 72.48 171.50 168.85
2470.00 2470.00 72.59 171.61 168.96
2475.00 2475.00 72.73 171.75 169.10
2480.00 2480.00 72.54 171.56 168.91
2485.00 2485.00 72.72 171.74 169.09
2490.00 2490.00 72.54 171.56 168.91
2495.00 2495.00 72.65 171.67 169.02
2500.00 2500.00 72.55 171.57 168.92
2505.00 2505.00 72.72 171.74 169.09
2510.00 2510.00 72.68 171.70 169.05
2515.00 2515.00 72.60 171.62 168.97
2520.00 2520.00 72.56 171.58 168.93 0.99
2525.00 2525.00 72.68 171.70 169.05
2530.00 2530.00 73.01 172.03 169.38
2535.00 2535.00 72.59 171.61 168.96
2540.00 2540.00 72.78 171.80 169.15
2545.00 2545.00 72.92 171.94 169.29
2550.00 2550.00 72.83 171.85 169.20
2555.00 2555.00 72.71 171.73 169.08
2560.00 2560.00 72.95 171.97 169.32
2565.00 2565.00 72.78 171.80 169.15
2570.00 2570.00 72.86 171.88 169.23
2575.00 2575.00 73.12 172.14 169.49
2580.00 2580.00 72.88 171.90 169.25
2585.00 2585.00 72.89 171.91 169.26
2590.00 2590.00 73.12 172.14 169.49
2595.00 2595.00 72.99 172.01 169.36
2600.00 2600.00 72.98 172.00 169.35
2605.00 2605.00 72.89 171.91 169.26
2610.00 2610.00 73.06 172.08 169.43
2615.00 2615.00 72.90 171.92 169.27
2620.00 2620.00 72.99 172.01 169.36
2625.00 2625.00 73.11 172.13 169.48
2630.00 2630.00 72.95 171.97 169.32
2635.00 2635.00 72.90 171.92 169.27
2640.00 2640.00 73.07 172.09 169.44 0.88
2645.00 2645.00 73.02 172.04 169.39
2650.00 2650.00 73.14 172.16 169.51
2655.00 2655.00 73.17 172.19 169.54
2660.00 2660.00 73.16 172.18 169.53
2665.00 2665.00 73.20 172.22 169.57
2670.00 2670.00 73.18 172.20 169.55
2675.00 2675.00 73.06 172.08 169.43
2680.00 2680.00 73.21 172.23 169.58
2685.00 2685.00 73.19 172.21 169.56
2690.00 2690.00 73.33 172.35 169.70
2695.00 2695.00 73.11 172.13 169.48
2700.00 2700.00 73.32 172.34 169.69
2705.00 2705.00 73.19 172.21 169.56
2710.00 2710.00 73.29 172.31 169.66
2715.00 2715.00 73.34 172.36 169.71
2720.00 2720.00 73.18 172.20 169.55
2725.00 2725.00 73.50 172.52 169.87
2730.00 2730.00 73.23 172.25 169.60
2735.00 2735.00 73.19 172.21 169.56 0.72
2740.00 2740.00 73.29 172.31 169.66
2745.00 2745.00 73.34 172.36 169.71
2750.00 2750.00 73.27 172.29 169.64
2755.00 2755.00 73.47 172.49 169.84
2760.00 2760.00 73.55 172.57 169.92
2765.00 2765.00 73.49 172.51 169.86
2770.00 2770.00 73.46 172.48 169.83
2775.00 2775.00 73.55 172.57 169.92
2780.00 2780.00 73.66 172.68 170.03
2785.00 2785.00 73.56 172.58 169.93
2790.00 2790.00 73.45 172.47 169.82
2795.00 2795.00 73.49 172.51 169.86
2800.00 2800.00 73.45 172.47 169.82
2805.00 2805.00 73.76 172.78 170.13
2810.00 2810.00 73.63 172.65 170.00
2815.00 2815.00 73.58 172.60 169.95
2820.00 2820.00 73.62 172.64 169.99
2825.00 2825.00 73.60 172.62 169.97
2830.00 2830.00 73.65 172.67 170.02
Bison Bluffs Constant Rate Test Data 7 of 20 SBasinLegendConstant.xlsx, 2/17/2023, Prepared by Van F. King, P.G.
2835.00 2835.00 73.45 172.47 169.82
2840.00 2840.00 73.94 172.96 170.31
2845.00 2845.00 73.61 172.63 169.98
2850.00 2850.00 73.90 172.92 170.27
2855.00 2855.00 73.79 172.81 170.16
2860.00 2860.00 73.48 172.50 169.85
2865.00 2865.00 73.72 172.74 170.09
2870.00 2870.00 73.74 172.76 170.11
2875.00 2875.00 73.88 172.9 170.25 0.95
2880.00 2880.00 74.00 173.02 170.37
0.00 2880.00 74.00 173.02 170.37
0.004 2880.00 63.80 162.82 160.17
0.01 2880.01 63.04 162.06 159.41
0.01 2880.01 62.65 161.67 159.02
0.02 2880.02 62.13 161.15 158.50
0.02 2880.02 62.04 161.06 158.41
0.03 2880.03 61.83 160.85 158.20
0.03 2880.03 61.93 160.95 158.30
0.03 2880.03 62.20 161.22 158.57
0.04 2880.04 62.70 161.72 159.07
0.04 2880.04 63.05 162.07 159.42
0.05 2880.05 63.66 162.68 160.03
0.05 2880.05 64.14 163.16 160.51
0.05 2880.05 64.48 163.50 160.85
0.06 2880.06 64.79 163.81 161.16
0.06 2880.06 64.86 163.88 161.23
0.07 2880.07 64.96 163.98 161.33
0.07 2880.07 64.86 163.88 161.23
0.08 2880.08 64.81 163.83 161.18
0.08 2880.08 64.67 163.69 161.04
0.08 2880.08 64.53 163.55 160.90
0.09 2880.09 64.47 163.49 160.84
0.09 2880.09 64.09 163.11 160.46
0.10 2880.10 63.89 162.91 160.26
0.10 2880.10 63.67 162.69 160.04
0.11 2880.11 63.49 162.51 159.86
0.11 2880.11 63.10 162.12 159.47
0.12 2880.12 63.08 162.10 159.45
0.13 2880.13 62.53 161.55 158.90
0.13 2880.13 62.09 161.11 158.46
0.14 2880.14 61.60 160.62 157.97
0.15 2880.15 60.96 159.98 157.33
0.16 2880.16 60.34 159.36 156.71
0.17 2880.17 59.80 158.82 156.17
0.18 2880.18 59.01 158.03 155.38
0.19 2880.19 58.41 157.43 154.78
0.20 2880.20 57.90 156.92 154.27
0.21 2880.21 57.15 156.17 153.52
0.22 2880.22 56.50 155.52 152.87
0.24 2880.24 55.72 154.74 152.09
0.25 2880.25 55.05 154.07 151.42
0.27 2880.27 54.36 153.38 150.73
0.28 2880.28 53.56 152.58 149.93
0.30 2880.30 52.76 151.78 149.13
0.32 2880.32 52.02 151.04 148.39
0.34 2880.34 51.18 150.20 147.55
0.36 2880.36 50.48 149.50 146.85
0.38 2880.38 49.74 148.76 146.11
0.40 2880.40 49.00 148.02 145.37
0.42 2880.42 48.28 147.30 144.65
0.45 2880.45 47.60 146.62 143.97
0.47 2880.47 46.99 146.01 143.36
0.50 2880.50 46.35 145.37 142.72
0.53 2880.53 45.69 144.71 142.06
0.56 2880.56 44.99 144.01 141.36
0.60 2880.60 44.41 143.43 140.78
0.63 2880.63 43.76 142.78 140.13
0.67 2880.67 43.12 142.14 139.49
0.71 2880.71 42.50 141.52 138.87
0.75 2880.75 41.85 140.87 138.22
0.79 2880.79 41.30 140.32 137.67
0.84 2880.84 40.66 139.68 137.03
0.89 2880.89 40.37 139.39 136.74
0.94 2880.94 39.83 138.85 136.20
1.00 2881.00 39.39 138.41 135.76
1.06 2881.06 39.04 138.06 135.41
1.12 2881.12 38.71 137.73 135.08
1.19 2881.19 38.63 137.65 135.00
1.26 2881.26 38.62 137.64 134.99
1.33 2881.33 38.20 137.22 134.57
1.41 2881.41 38.26 137.28 134.63
1.50 2881.50 38.11 137.13 134.48
1.58 2881.58 38.27 137.29 134.64
1.68 2881.68 38.56 137.58 134.93
1.78 2881.78 38.51 137.53 134.88
1.88 2881.88 38.77 137.79 135.14
1.99 2881.99 38.42 137.44 134.79
2.11 2882.11 38.26 137.28 134.63
2.24 2882.24 37.78 136.80 134.15
2.37 2882.37 37.61 136.63 133.98
2.51 2882.51 37.49 136.51 133.86
2.66 2882.66 37.40 136.42 133.77
2.82 2882.82 37.10 136.12 133.47
2.98 2882.98 36.61 135.63 132.98
3.16 2883.16 36.31 135.33 132.68
3.35 2883.35 36.18 135.20 132.55
3.55 2883.55 36.14 135.16 132.51
3.76 2883.76 35.74 134.76 132.11
3.98 2883.98 35.15 134.17 131.52
4.22 2884.22 34.91 133.93 131.28
4.47 2884.47 34.73 133.75 131.10
4.73 2884.73 34.08 133.10 130.45
5.01 2885.01 33.83 132.85 130.20
5.31 2885.31 33.55 132.57 129.92
5.62 2885.62 32.96 131.98 129.33
Bison Bluffs Constant Rate Test Data 8 of 20 SBasinLegendConstant.xlsx, 2/17/2023, Prepared by Van F. King, P.G.
5.96 2885.96 32.77 131.79 129.14
6.31 2886.31 32.23 131.25 128.60
6.68 2886.68 31.84 130.86 128.21
7.08 2887.08 31.38 130.40 127.75
7.50 2887.50 30.71 129.73 127.08
7.94 2887.94 30.35 129.37 126.72
8.41 2888.41 29.84 128.86 126.21
8.91 2888.91 29.08 128.10 125.45
9.44 2889.44 28.54 127.56 124.91
10.00 2890.00 28.25 127.27 124.62
10.60 2890.60 28.07 127.09 124.44
11.20 2891.20 27.89 126.91 124.26
11.90 2891.90 27.59 126.61 123.96
12.60 2892.60 27.23 126.25 123.60
13.30 2893.30 26.91 125.93 123.28
14.10 2894.10 26.60 125.62 122.97
15.00 2895.00 26.29 125.31 122.66
15.80 2895.80 26.03 125.05 122.40
16.80 2896.80 25.82 124.84 122.19
17.80 2897.80 25.52 124.54 121.89
18.80 2898.80 25.27 124.29 121.64
19.90 2899.90 25.05 124.07 121.42
21.10 2901.10 24.69 123.71 121.06
22.40 2902.40 24.55 123.57 120.92
23.70 2903.70 24.42 123.44 120.79
25.10 2905.10 24.08 123.10 120.45
26.60 2906.60 23.62 122.64 119.99
28.20 2908.20 23.38 122.40 119.75
29.80 2909.80 23.24 122.26 119.61
31.60 2911.60 22.97 121.99 119.34
33.50 2913.50 22.66 121.68 119.03
35.50 2915.50 22.41 121.43 118.78
37.60 2917.60 22.31 121.33 118.68
39.80 2919.80 21.79 120.81 118.16
42.20 2922.20 21.61 120.63 117.98
44.70 2924.70 21.52 120.54 117.89
47.30 2927.30 21.11 120.13 117.48
50.10 2930.10 20.94 119.96 117.31
53.10 2933.10 20.93 119.95 117.30
56.20 2936.20 20.79 119.81 117.16
59.60 2939.60 20.52 119.54 116.89
63.10 2943.10 20.45 119.47 116.82
66.80 2946.80 20.10 119.12 116.47
70.80 2950.80 20.15 119.17 116.52
75.00 2955.00 19.73 118.75 116.10
79.40 2959.40 19.68 118.70 116.05
84.10 2964.10 19.56 118.58 115.93
89.10 2969.10 19.14 118.16 115.51
94.10 2974.10 18.86 117.88 115.23
99.10 2979.10 18.91 117.93 115.28
104.10 2984.10 18.78 117.80 115.15
109.10 2989.10 18.41 117.43 114.78
114.10 2994.10 18.29 117.31 114.66
119.10 2999.10 18.37 117.39 114.74
124.10 3004.10 18.13 117.15 114.50
129.10 3009.10 17.79 116.81 114.16
134.10 3014.10 17.73 116.75 114.10
139.10 3019.10 17.54 116.56 113.91
144.10 3024.10 17.67 116.69 114.04
149.10 3029.10 17.53 116.55 113.90
154.10 3034.10 17.27 116.29 113.64
159.10 3039.10 17.09 116.11 113.46
164.10 3044.10 17.09 116.11 113.46
169.10 3049.10 16.91 115.93 113.28
174.10 3054.10 16.92 115.94 113.29
179.10 3059.10 16.73 115.75 113.10
184.10 3064.10 16.63 115.65 113.00
189.10 3069.10 16.51 115.53 112.88
194.10 3074.10 16.46 115.48 112.83
199.10 3079.10 16.34 115.36 112.71
204.10 3084.10 16.21 115.23 112.58
209.10 3089.10 16.22 115.24 112.59
214.10 3094.10 16.22 115.24 112.59
219.10 3099.10 16.01 115.03 112.38
224.10 3104.10 15.98 115.00 112.35
229.10 3109.10 15.92 114.94 112.29
234.10 3114.10 15.63 114.65 112.00
239.10 3119.10 15.61 114.63 111.98
244.10 3124.10 15.61 114.63 111.98
249.10 3129.10 15.59 114.61 111.96
254.10 3134.10 15.65 114.67 112.02
259.10 3139.10 15.59 114.61 111.96
264.10 3144.10 15.54 114.56 111.91
269.10 3149.10 15.36 114.38 111.73
274.10 3154.10 15.31 114.33 111.68
279.10 3159.10 15.35 114.37 111.72
284.10 3164.10 15.02 114.04 111.39
289.10 3169.10 15.13 114.15 111.50
294.10 3174.10 15.06 114.08 111.43
299.10 3179.10 15.09 114.11 111.46
304.10 3184.10 14.94 113.96 111.31
309.10 3189.10 14.72 113.74 111.09
314.10 3194.10 14.83 113.85 111.20
319.10 3199.10 14.79 113.81 111.16
324.10 3204.10 14.61 113.63 110.98
329.10 3209.10 14.71 113.73 111.08
334.10 3214.10 14.44 113.46 110.81
339.10 3219.10 14.42 113.44 110.79
344.10 3224.10 14.45 113.47 110.82
349.10 3229.10 14.60 113.62 110.97
354.10 3234.10 14.41 113.43 110.78
359.10 3239.10 14.44 113.46 110.81
364.10 3244.10 14.52 113.54 110.89
369.10 3249.10 14.44 113.46 110.81
374.10 3254.10 14.31 113.33 110.68
Bison Bluffs Constant Rate Test Data 9 of 20 SBasinLegendConstant.xlsx, 2/17/2023, Prepared by Van F. King, P.G.
379.10 3259.10 14.26 113.28 110.63
384.10 3264.10 14.34 113.36 110.71
389.10 3269.10 14.00 113.02 110.37
394.10 3274.10 14.12 113.14 110.49
399.10 3279.10 14.33 113.35 110.70
404.10 3284.10 14.07 113.09 110.44
409.10 3289.10 14.05 113.07 110.42
414.10 3294.10 13.90 112.92 110.27
419.10 3299.10 13.87 112.89 110.24
424.10 3304.10 13.86 112.88 110.23
429.10 3309.10 13.96 112.98 110.33
434.10 3314.10 13.84 112.86 110.21
439.10 3319.10 13.74 112.76 110.11
444.10 3324.10 13.78 112.80 110.15
449.10 3329.10 13.76 112.78 110.13
454.10 3334.10 13.68 112.70 110.05
459.10 3339.10 13.71 112.73 110.08
464.10 3344.10 13.69 112.71 110.06
469.10 3349.10 13.61 112.63 109.98
474.10 3354.10 13.55 112.57 109.92
479.10 3359.10 13.44 112.46 109.81
484.10 3364.10 13.60 112.62 109.97
489.10 3369.10 13.61 112.63 109.98
494.10 3374.10 13.64 112.66 110.01
499.10 3379.10 13.54 112.56 109.91
504.10 3384.10 13.54 112.56 109.91
509.10 3389.10 13.41 112.43 109.78
514.10 3394.10 13.35 112.37 109.72
519.10 3399.10 13.41 112.43 109.78
524.10 3404.10 13.40 112.42 109.77
529.10 3409.10 13.37 112.39 109.74
534.10 3414.10 13.40 112.42 109.77
539.10 3419.10 13.23 112.25 109.60
544.10 3424.10 13.32 112.34 109.69
549.10 3429.10 13.19 112.21 109.56
554.10 3434.10 13.17 112.19 109.54
559.10 3439.10 13.21 112.23 109.58
564.10 3444.10 13.05 112.07 109.42
569.10 3449.10 13.14 112.16 109.51
574.10 3454.10 13.08 112.10 109.45
579.10 3459.10 13.28 112.30 109.65
584.10 3464.10 12.95 111.97 109.32
589.10 3469.10 12.90 111.92 109.27
594.10 3474.10 13.17 112.19 109.54
599.10 3479.10 13.03 112.05 109.40
604.10 3484.10 12.93 111.95 109.30
609.10 3489.10 12.94 111.96 109.31
614.10 3494.10 12.93 111.95 109.30
619.10 3499.10 13.00 112.02 109.37
624.10 3504.10 12.74 111.76 109.11
629.10 3509.10 12.94 111.96 109.31
634.10 3514.10 12.60 111.62 108.97
639.10 3519.10 12.64 111.66 109.01
644.10 3524.10 12.83 111.85 109.20
649.10 3529.10 12.76 111.78 109.13
654.10 3534.10 12.66 111.68 109.03
659.10 3539.10 12.76 111.78 109.13
664.10 3544.10 12.70 111.72 109.07
669.10 3549.10 12.79 111.81 109.16
674.10 3554.10 12.65 111.67 109.02
679.10 3559.10 12.50 111.52 108.87
684.10 3564.10 12.68 111.70 109.05
689.10 3569.10 12.72 111.74 109.09
694.10 3574.10 12.66 111.68 109.03
699.10 3579.10 12.46 111.48 108.83
704.10 3584.10 12.46 111.48 108.83
709.10 3589.10 12.58 111.60 108.95
714.10 3594.10 12.50 111.52 108.87
719.10 3599.10 12.48 111.50 108.85
724.10 3604.10 12.40 111.42 108.77
729.10 3609.10 12.39 111.41 108.76
734.10 3614.10 12.46 111.48 108.83
739.10 3619.10 12.23 111.25 108.60
744.10 3624.10 12.41 111.43 108.78
749.10 3629.10 12.35 111.37 108.72
754.10 3634.10 12.33 111.35 108.70
759.10 3639.10 12.24 111.26 108.61
764.10 3644.10 12.29 111.31 108.66
769.10 3649.10 12.34 111.36 108.71
774.10 3654.10 12.25 111.27 108.62
779.10 3659.10 12.16 111.18 108.53
784.10 3664.10 12.06 111.08 108.43
789.10 3669.10 12.18 111.20 108.55
794.10 3674.10 11.92 110.94 108.29
799.10 3679.10 11.99 111.01 108.36
804.10 3684.10 12.06 111.08 108.43
809.10 3689.10 12.10 111.12 108.47
814.10 3694.10 12.15 111.17 108.52
819.10 3699.10 12.02 111.04 108.39
824.10 3704.10 11.86 110.88 108.23
829.10 3709.10 12.14 111.16 108.51
834.10 3714.10 12.04 111.06 108.41
839.10 3719.10 12.04 111.06 108.41
844.10 3724.10 11.93 110.95 108.30
849.10 3729.10 11.95 110.97 108.32
854.10 3734.10 11.85 110.87 108.22
859.10 3739.10 11.98 111.00 108.35
864.10 3744.10 11.88 110.90 108.25
869.10 3749.10 12.04 111.06 108.41
874.10 3754.10 11.76 110.78 108.13
879.10 3759.10 11.77 110.79 108.14
884.10 3764.10 11.87 110.89 108.24
889.10 3769.10 11.83 110.85 108.20
894.10 3774.10 11.84 110.86 108.21
899.10 3779.10 11.86 110.88 108.23
Bison Bluffs Constant Rate Test Data 10 of 20 SBasinLegendConstant.xlsx, 2/17/2023, Prepared by Van F. King, P.G.
904.10 3784.10 11.80 110.82 108.17
909.10 3789.10 11.86 110.88 108.23
914.10 3794.10 11.68 110.70 108.05
919.10 3799.10 11.57 110.59 107.94
924.10 3804.10 11.66 110.68 108.03
929.10 3809.10 11.57 110.59 107.94
934.10 3814.10 11.80 110.82 108.17
939.10 3819.10 11.66 110.68 108.03
944.10 3824.10 11.61 110.63 107.98
949.10 3829.10 11.68 110.70 108.05
954.10 3834.10 11.57 110.59 107.94
959.10 3839.10 11.57 110.59 107.94
964.10 3844.10 11.37 110.39 107.74
969.10 3849.10 11.47 110.49 107.84
974.10 3854.10 11.36 110.38 107.73
979.10 3859.10 11.49 110.51 107.86
984.10 3864.10 11.36 110.38 107.73
989.10 3869.10 11.36 110.38 107.73
994.10 3874.10 11.54 110.56 107.91
999.10 3879.10 11.43 110.45 107.80
1004.10 3884.10 11.42 110.44 107.79
1009.10 3889.10 11.49 110.51 107.86
1014.10 3894.10 11.31 110.33 107.68
1019.10 3899.10 11.28 110.30 107.65
1024.10 3904.10 11.04 110.06 107.41
1029.10 3909.10 11.25 110.27 107.62
1034.10 3914.10 11.28 110.30 107.65
1039.10 3919.10 11.39 110.41 107.76
1044.10 3924.10 11.37 110.39 107.74
1049.10 3929.10 11.08 110.10 107.45
1054.10 3934.10 11.36 110.38 107.73
1059.10 3939.10 11.29 110.31 107.66
1064.10 3944.10 11.15 110.17 107.52
1069.10 3949.10 11.18 110.20 107.55
1074.10 3954.10 11.31 110.33 107.68
1079.10 3959.10 11.06 110.08 107.43
1084.10 3964.10 11.06 110.08 107.43
1089.10 3969.10 11.03 110.05 107.40
1094.10 3974.10 10.95 109.97 107.32
1099.10 3979.10 10.96 109.98 107.33
1104.10 3984.10 10.89 109.91 107.26
1109.10 3989.10 10.98 110.00 107.35
1114.10 3994.10 10.91 109.93 107.28
1119.10 3999.10 10.99 110.01 107.36
1124.10 4004.10 11.06 110.08 107.43
1129.10 4009.10 11.04 110.06 107.41
1134.10 4014.10 10.88 109.90 107.25
1139.10 4019.10 10.93 109.95 107.30
1144.10 4024.10 10.73 109.75 107.10
1149.10 4029.10 11.00 110.02 107.37
1154.10 4034.10 10.87 109.89 107.24
1159.10 4039.10 10.79 109.81 107.16
1164.10 4044.10 10.77 109.79 107.14
1169.10 4049.10 10.74 109.76 107.11
1174.10 4054.10 10.70 109.72 107.07
1179.10 4059.10 10.79 109.81 107.16
1184.10 4064.10 10.71 109.73 107.08
1189.10 4069.10 10.65 109.67 107.02
1194.10 4074.10 10.89 109.91 107.26
1199.10 4079.10 10.69 109.71 107.06
1204.10 4084.10 10.81 109.83 107.18
1209.10 4089.10 10.65 109.67 107.02
1214.10 4094.10 10.58 109.60 106.95
1219.10 4099.10 10.76 109.78 107.13
1224.10 4104.10 10.56 109.58 106.93
1229.10 4109.10 10.50 109.52 106.87
1234.10 4114.10 10.29 109.31 106.66
1239.10 4119.10 10.58 109.60 106.95
1244.10 4124.10 10.54 109.56 106.91
1249.10 4129.10 10.47 109.49 106.84
1254.10 4134.10 10.44 109.46 106.81
1259.10 4139.10 10.45 109.47 106.82
1264.10 4144.10 10.36 109.38 106.73
1269.10 4149.10 10.42 109.44 106.79
1274.10 4154.10 10.33 109.35 106.70
1279.10 4159.10 10.28 109.30 106.65
1284.10 4164.10 10.38 109.40 106.75
1289.10 4169.10 10.21 109.23 106.58
1294.10 4174.10 10.17 109.19 106.54
1299.10 4179.10 10.40 109.42 106.77
1304.10 4184.10 10.17 109.19 106.54
1309.10 4189.10 10.40 109.42 106.77
1314.10 4194.10 10.23 109.25 106.60
1319.10 4199.10 10.27 109.29 106.64
1324.10 4204.10 10.23 109.25 106.60
1329.10 4209.10 10.18 109.20 106.55
1334.10 4214.10 10.24 109.26 106.61
1339.10 4219.10 10.15 109.17 106.52
1344.10 4224.10 10.06 109.08 106.43
1349.10 4229.10 10.10 109.12 106.47
1354.10 4234.10 10.33 109.35 106.70
1359.10 4239.10 10.16 109.18 106.53
1364.10 4244.10 10.21 109.23 106.58
1369.10 4249.10 10.07 109.09 106.44
1374.10 4254.10 10.21 109.23 106.58
1379.10 4259.10 10.09 109.11 106.46
1384.10 4264.10 10.04 109.06 106.41
1389.10 4269.10 10.04 109.06 106.41
1394.10 4274.10 9.88 108.90 106.25
1399.10 4279.10 10.13 109.15 106.50
1404.10 4284.10 10.00 109.02 106.37
1409.10 4289.10 9.91 108.93 106.28
1414.10 4294.10 9.77 108.79 106.14
1419.10 4299.10 9.86 108.88 106.23
1424.10 4304.10 9.85 108.87 106.22
Bison Bluffs Constant Rate Test Data 11 of 20 SBasinLegendConstant.xlsx, 2/17/2023, Prepared by Van F. King, P.G.
1429.10 4309.10 10.05 109.07 106.42
1434.10 4314.10 9.95 108.97 106.32
1439.10 4319.10 9.71 108.73 106.08
1440.00 4320.00 9.86 108.88 106.23
1445.00 4325.00 9.81 108.83 106.18
1450.00 4330.00 9.80 108.82 106.17
1455.00 4335.00 9.82 108.84 106.19
1460.00 4340.00 9.84 108.86 106.21
1465.00 4345.00 9.74 108.76 106.11
1470.00 4350.00 9.81 108.83 106.18
1475.00 4355.00 9.83 108.85 106.20
1480.00 4360.00 9.79 108.81 106.16
1485.00 4365.00 9.59 108.61 105.96
1490.00 4370.00 9.59 108.61 105.96
1495.00 4375.00 9.60 108.62 105.97
1500.00 4380.00 9.52 108.54 105.89
1505.00 4385.00 9.71 108.73 106.08
1510.00 4390.00 9.63 108.65 106.00
1515.00 4395.00 9.65 108.67 106.02
1520.00 4400.00 9.65 108.67 106.02
1525.00 4405.00 9.61 108.63 105.98
1530.00 4410.00 9.73 108.75 106.10
1535.00 4415.00 9.57 108.59 105.94
1540.00 4420.00 9.43 108.45 105.80
1545.00 4425.00 9.41 108.43 105.78
1550.00 4430.00 9.51 108.53 105.88
1555.00 4435.00 9.49 108.51 105.86
1560.00 4440.00 9.39 108.41 105.76
1565.00 4445.00 9.55 108.57 105.92
1570.00 4450.00 9.49 108.51 105.86
1575.00 4455.00 9.36 108.38 105.73
1580.00 4460.00 9.43 108.45 105.80
1585.00 4465.00 9.48 108.50 105.85
1590.00 4470.00 9.41 108.43 105.78
1595.00 4475.00 9.57 108.59 105.94
1600.00 4480.00 9.51 108.53 105.88
1605.00 4485.00 9.49 108.51 105.86
1610.00 4490.00 9.26 108.28 105.63
1615.00 4495.00 9.23 108.25 105.60
1620.00 4500.00 9.30 108.32 105.67
1625.00 4505.00 9.23 108.25 105.60
1630.00 4510.00 9.23 108.25 105.60
1635.00 4515.00 9.35 108.37 105.72
1640.00 4520.00 9.24 108.26 105.61
1645.00 4525.00 9.35 108.37 105.72
1650.00 4530.00 9.05 108.07 105.42
1655.00 4535.00 9.13 108.15 105.50
1660.00 4540.00 9.40 108.42 105.77
1665.00 4545.00 9.27 108.29 105.64
1670.00 4550.00 9.22 108.24 105.59
1675.00 4555.00 9.13 108.15 105.50
1680.00 4560.00 9.15 108.17 105.52
1685.00 4565.00 9.27 108.29 105.64
1690.00 4570.00 9.09 108.11 105.46
1695.00 4575.00 9.13 108.15 105.50
1700.00 4580.00 9.13 108.15 105.50
1705.00 4585.00 9.06 108.08 105.43
1710.00 4590.00 9.04 108.06 105.41
1715.00 4595.00 8.96 107.98 105.33
1720.00 4600.00 9.18 108.20 105.55
1725.00 4605.00 9.09 108.11 105.46
1730.00 4610.00 8.95 107.97 105.32
1735.00 4615.00 8.98 108.00 105.35
1740.00 4620.00 9.01 108.03 105.38
1745.00 4625.00 8.98 108.00 105.35
1750.00 4630.00 8.98 108.00 105.35
1755.00 4635.00 8.74 107.76 105.11
1760.00 4640.00 8.94 107.96 105.31
1765.00 4645.00 9.05 108.07 105.42
1770.00 4650.00 8.86 107.88 105.23
1775.00 4655.00 8.89 107.91 105.26
1780.00 4660.00 8.93 107.95 105.30
1785.00 4665.00 8.93 107.95 105.30
1790.00 4670.00 8.83 107.85 105.20
1795.00 4675.00 8.96 107.98 105.33
1800.00 4680.00 8.85 107.87 105.22
1805.00 4685.00 8.94 107.96 105.31
1810.00 4690.00 8.78 107.80 105.15
1815.00 4695.00 8.89 107.91 105.26
1820.00 4700.00 8.79 107.81 105.16
1825.00 4705.00 8.66 107.68 105.03
1830.00 4710.00 8.74 107.76 105.11
1835.00 4715.00 9.01 108.03 105.38
1840.00 4720.00 8.76 107.78 105.13
1845.00 4725.00 8.81 107.83 105.18
1850.00 4730.00 8.62 107.64 104.99
1855.00 4735.00 8.64 107.66 105.01
1860.00 4740.00 8.67 107.69 105.04
1865.00 4745.00 8.69 107.71 105.06
1870.00 4750.00 8.80 107.82 105.17
1875.00 4755.00 8.67 107.69 105.04
1880.00 4760.00 8.80 107.82 105.17
1885.00 4765.00 8.58 107.60 104.95
1890.00 4770.00 8.62 107.64 104.99
1895.00 4775.00 8.66 107.68 105.03
1900.00 4780.00 8.64 107.66 105.01
1905.00 4785.00 8.58 107.60 104.95
1910.00 4790.00 8.72 107.74 105.09
1915.00 4795.00 8.60 107.62 104.97
1920.00 4800.00 8.50 107.52 104.87
1925.00 4805.00 8.61 107.63 104.98
1930.00 4810.00 8.63 107.65 105.00
1935.00 4815.00 8.37 107.39 104.74
1940.00 4820.00 8.50 107.52 104.87
1945.00 4825.00 8.67 107.69 105.04
Bison Bluffs Constant Rate Test Data 12 of 20 SBasinLegendConstant.xlsx, 2/17/2023, Prepared by Van F. King, P.G.
1950.00 4830.00 8.46 107.48 104.83
1955.00 4835.00 8.48 107.50 104.85
1960.00 4840.00 8.69 107.71 105.06
1965.00 4845.00 8.45 107.47 104.82
1970.00 4850.00 8.34 107.36 104.71
1975.00 4855.00 8.57 107.59 104.94
1980.00 4860.00 8.40 107.42 104.77
1985.00 4865.00 8.29 107.31 104.66
1990.00 4870.00 8.28 107.30 104.65
1995.00 4875.00 8.47 107.49 104.84
2000.00 4880.00 8.43 107.45 104.80
2005.00 4885.00 8.27 107.29 104.64
2010.00 4890.00 8.55 107.57 104.92
2015.00 4895.00 8.44 107.46 104.81
2020.00 4900.00 8.39 107.41 104.76
2025.00 4905.00 8.11 107.13 104.48
2030.00 4910.00 8.47 107.49 104.84
2035.00 4915.00 8.31 107.33 104.68
2040.00 4920.00 8.29 107.31 104.66
2045.00 4925.00 8.28 107.30 104.65
2050.00 4930.00 8.39 107.41 104.76
2055.00 4935.00 8.28 107.30 104.65
2060.00 4940.00 8.34 107.36 104.71
2065.00 4945.00 8.15 107.17 104.52
2070.00 4950.00 8.32 107.34 104.69
2075.00 4955.00 8.27 107.29 104.64
2080.00 4960.00 8.20 107.22 104.57
2085.00 4965.00 8.18 107.20 104.55
2090.00 4970.00 8.19 107.21 104.56
2095.00 4975.00 8.31 107.33 104.68
2100.00 4980.00 8.02 107.04 104.39
2105.00 4985.00 8.04 107.06 104.41
2110.00 4990.00 8.24 107.26 104.61
2115.00 4995.00 8.13 107.15 104.50
2120.00 5000.00 8.40 107.42 104.77
2125.00 5005.00 8.14 107.16 104.51
2130.00 5010.00 8.08 107.10 104.45
2135.00 5015.00 8.03 107.05 104.40
2140.00 5020.00 7.98 107.00 104.35
2145.00 5025.00 8.09 107.11 104.46
2150.00 5030.00 8.09 107.11 104.46
2155.00 5035.00 7.92 106.94 104.29
2160.00 5040.00 8.11 107.13 104.48
2165.00 5045.00 7.99 107.01 104.36
2170.00 5050.00 8.12 107.14 104.49
2175.00 5055.00 7.99 107.01 104.36
2180.00 5060.00 8.10 107.12 104.47
2185.00 5065.00 7.90 106.92 104.27
2190.00 5070.00 7.90 106.92 104.27
2195.00 5075.00 8.03 107.05 104.40
2200.00 5080.00 8.08 107.10 104.45
2205.00 5085.00 8.06 107.08 104.43
2210.00 5090.00 8.08 107.10 104.45
2215.00 5095.00 7.85 106.87 104.22
2220.00 5100.00 8.11 107.13 104.48
2225.00 5105.00 7.80 106.82 104.17
2230.00 5110.00 7.90 106.92 104.27
2235.00 5115.00 8.06 107.08 104.43
2240.00 5120.00 7.96 106.98 104.33
2245.00 5125.00 7.93 106.95 104.30
2250.00 5130.00 7.90 106.92 104.27
2255.00 5135.00 7.94 106.96 104.31
2260.00 5140.00 8.14 107.16 104.51
2265.00 5145.00 8.01 107.03 104.38
2270.00 5150.00 7.98 107.00 104.35
2275.00 5155.00 7.93 106.95 104.30
2280.00 5160.00 7.89 106.91 104.26
2285.00 5165.00 7.71 106.73 104.08
2290.00 5170.00 7.99 107.01 104.36
2295.00 5175.00 7.72 106.74 104.09
2300.00 5180.00 7.94 106.96 104.31
2305.00 5185.00 7.71 106.73 104.08
2310.00 5190.00 7.94 106.96 104.31
2315.00 5195.00 7.85 106.87 104.22
2320.00 5200.00 7.80 106.82 104.17
2325.00 5205.00 7.80 106.82 104.17
2330.00 5210.00 7.79 106.81 104.16
2335.00 5215.00 7.82 106.84 104.19
2340.00 5220.00 7.78 106.80 104.15
2345.00 5225.00 7.71 106.73 104.08
2350.00 5230.00 7.77 106.79 104.14
2355.00 5235.00 7.77 106.79 104.14
2360.00 5240.00 7.81 106.83 104.18
2365.00 5245.00 7.96 106.98 104.33
2370.00 5250.00 7.76 106.78 104.13
2375.00 5255.00 7.76 106.78 104.13
2380.00 5260.00 7.81 106.83 104.18
2385.00 5265.00 7.70 106.72 104.07
2390.00 5270.00 7.64 106.66 104.01
2395.00 5275.00 7.62 106.64 103.99
2400.00 5280.00 7.51 106.53 103.88
2405.00 5285.00 7.47 106.49 103.84
2410.00 5290.00 7.59 106.61 103.96
2415.00 5295.00 7.70 106.72 104.07
2420.00 5300.00 7.61 106.63 103.98
2425.00 5305.00 7.70 106.72 104.07
2430.00 5310.00 7.64 106.66 104.01
2435.00 5315.00 7.57 106.59 103.94
2440.00 5320.00 7.59 106.61 103.96
2445.00 5325.00 7.77 106.79 104.14
2450.00 5330.00 7.66 106.68 104.03
2455.00 5335.00 7.66 106.68 104.03
2460.00 5340.00 7.76 106.78 104.13
2465.00 5345.00 7.76 106.78 104.13
2470.00 5350.00 7.71 106.73 104.08
Bison Bluffs Constant Rate Test Data 13 of 20 SBasinLegendConstant.xlsx, 2/17/2023, Prepared by Van F. King, P.G.
2475.00 5355.00 7.68 106.70 104.05
2480.00 5360.00 7.44 106.46 103.81
2485.00 5365.00 7.66 106.68 104.03
2490.00 5370.00 7.49 106.51 103.86
2495.00 5375.00 7.69 106.71 104.06
2500.00 5380.00 7.65 106.67 104.02
2505.00 5385.00 7.60 106.62 103.97
2510.00 5390.00 7.60 106.62 103.97
2515.00 5395.00 7.53 106.55 103.90
2520.00 5400.00 7.35 106.37 103.72
2525.00 5405.00 7.51 106.53 103.88
2530.00 5410.00 7.42 106.44 103.79
2535.00 5415.00 7.40 106.42 103.77
2540.00 5420.00 7.61 106.63 103.98
2545.00 5425.00 7.36 106.38 103.73
2550.00 5430.00 7.55 106.57 103.92
2555.00 5435.00 7.58 106.60 103.95
2560.00 5440.00 7.35 106.37 103.72
2565.00 5445.00 7.40 106.42 103.77
2570.00 5450.00 7.35 106.37 103.72
2575.00 5455.00 7.40 106.42 103.77
2580.00 5460.00 7.28 106.30 103.65
2585.00 5465.00 7.37 106.39 103.74
2590.00 5470.00 7.43 106.45 103.80
2595.00 5475.00 7.28 106.30 103.65
2600.00 5480.00 7.15 106.17 103.52
2605.00 5485.00 7.43 106.45 103.80
2610.00 5490.00 7.17 106.19 103.54
2615.00 5495.00 7.14 106.16 103.51
2620.00 5500.00 7.20 106.22 103.57
2625.00 5505.00 7.33 106.35 103.70
2630.00 5510.00 7.29 106.31 103.66
2635.00 5515.00 7.23 106.25 103.60
2640.00 5520.00 7.34 106.36 103.71
2645.00 5525.00 7.32 106.34 103.69
2650.00 5530.00 7.20 106.22 103.57
2655.00 5535.00 7.23 106.25 103.60
2660.00 5540.00 7.29 106.31 103.66
2665.00 5545.00 7.06 106.08 103.43
2670.00 5550.00 7.18 106.20 103.55
2675.00 5555.00 7.30 106.32 103.67
2680.00 5560.00 7.16 106.18 103.53
2685.00 5565.00 7.29 106.31 103.66
2690.00 5570.00 7.09 106.11 103.46
2695.00 5575.00 7.06 106.08 103.43
2700.00 5580.00 6.99 106.01 103.36
2705.00 5585.00 7.06 106.08 103.43
2710.00 5590.00 7.17 106.19 103.54
2715.00 5595.00 7.04 106.06 103.41
2720.00 5600.00 7.07 106.09 103.44
2725.00 5605.00 6.96 105.98 103.33
2730.00 5610.00 6.96 105.98 103.33
2735.00 5615.00 7.07 106.09 103.44
2740.00 5620.00 7.04 106.06 103.41
2745.00 5625.00 6.92 105.94 103.29
2750.00 5630.00 6.99 106.01 103.36
2755.00 5635.00 7.06 106.08 103.43
2760.00 5640.00 6.95 105.97 103.32
2765.00 5645.00 7.02 106.04 103.39
2770.00 5650.00 7.01 106.03 103.38
2775.00 5655.00 7.07 106.09 103.44
2780.00 5660.00 6.95 105.97 103.32
2785.00 5665.00 6.94 105.96 103.31
2790.00 5670.00 6.78 105.80 103.15
2795.00 5675.00 6.88 105.90 103.25
2800.00 5680.00 6.93 105.95 103.30
2805.00 5685.00 6.92 105.94 103.29
2810.00 5690.00 6.89 105.91 103.26
2815.00 5695.00 6.73 105.75 103.10
2820.00 5700.00 6.73 105.75 103.10
2825.00 5705.00 6.87 105.89 103.24
2830.00 5710.00 6.76 105.78 103.13
2835.00 5715.00 6.87 105.89 103.24
2840.00 5720.00 6.95 105.97 103.32
2845.00 5725.00 6.73 105.75 103.10
2850.00 5730.00 6.80 105.82 103.17
2855.00 5735.00 6.74 105.76 103.11
2860.00 5740.00 6.70 105.72 103.07
2865.00 5745.00 6.63 105.65 103.00
2870.00 5750.00 6.68 105.70 103.05
2875.00 5755.00 6.80 105.82 103.17
2880.00 5760.00 6.78 105.80 103.15
2979.00 5859.00 6.70 105.72 103.07
2989.00 5869.00 6.65 105.67 103.02
2999.00 5879.00 6.79 105.81 103.16
3009.00 5889.00 6.68 105.70 103.05
3019.00 5899.00 6.62 105.64 102.99
3029.00 5909.00 6.78 105.80 103.15
3039.00 5919.00 6.77 105.79 103.14
3049.00 5929.00 6.59 105.61 102.96
3059.00 5939.00 6.63 105.65 103.00
3069.00 5949.00 6.56 105.58 102.93
3079.00 5959.00 6.70 105.72 103.07
3089.00 5969.00 6.70 105.72 103.07
3099.00 5979.00 6.79 105.81 103.16
3109.00 5989.00 6.42 105.44 102.79
3119.00 5999.00 6.55 105.57 102.92
3129.00 6009.00 6.59 105.61 102.96
3139.00 6019.00 6.45 105.47 102.82
3149.00 6029.00 6.52 105.54 102.89
3159.00 6039.00 6.54 105.56 102.91
3169.00 6049.00 6.61 105.63 102.98
3179.00 6059.00 6.62 105.64 102.99
3189.00 6069.00 6.62 105.64 102.99
3199.00 6079.00 6.40 105.42 102.77
Bison Bluffs Constant Rate Test Data 14 of 20 SBasinLegendConstant.xlsx, 2/17/2023, Prepared by Van F. King, P.G.
3209.00 6089.00 6.53 105.55 102.90
3219.00 6099.00 6.69 105.71 103.06
3229.00 6109.00 6.48 105.50 102.85
3239.00 6119.00 6.52 105.54 102.89
3249.00 6129.00 6.59 105.61 102.96
3259.00 6139.00 6.44 105.46 102.81
3269.00 6149.00 6.51 105.53 102.88
3279.00 6159.00 6.44 105.46 102.81
3289.00 6169.00 6.55 105.57 102.92
3299.00 6179.00 6.35 105.37 102.72
3309.00 6189.00 6.41 105.43 102.78
3319.00 6199.00 6.34 105.36 102.71
3329.00 6209.00 6.30 105.32 102.67
3339.00 6219.00 6.56 105.58 102.93
3349.00 6229.00 6.51 105.53 102.88
3359.00 6239.00 6.43 105.45 102.80
3369.00 6249.00 6.22 105.24 102.59
3379.00 6259.00 6.41 105.43 102.78
3389.00 6269.00 6.23 105.25 102.60
3399.00 6279.00 6.50 105.52 102.87
3409.00 6289.00 6.22 105.24 102.59
3419.00 6299.00 6.34 105.36 102.71
3429.00 6309.00 6.21 105.23 102.58
3439.00 6319.00 6.28 105.30 102.65
3449.00 6329.00 6.26 105.28 102.63
3459.00 6339.00 6.43 105.45 102.80
3469.00 6349.00 6.25 105.27 102.62
3479.00 6359.00 6.21 105.23 102.58
3489.00 6369.00 6.49 105.51 102.86
3499.00 6379.00 6.29 105.31 102.66
3509.00 6389.00 6.15 105.17 102.52
3519.00 6399.00 6.12 105.14 102.49
3529.00 6409.00 6.30 105.32 102.67
3539.00 6419.00 6.24 105.26 102.61
3549.00 6429.00 6.21 105.23 102.58
3559.00 6439.00 6.40 105.42 102.77
3569.00 6449.00 6.05 105.07 102.42
3579.00 6459.00 6.26 105.28 102.63
3589.00 6469.00 6.16 105.18 102.53
3599.00 6479.00 6.11 105.13 102.48
3609.00 6489.00 6.05 105.07 102.42
3619.00 6499.00 6.17 105.19 102.54
3629.00 6509.00 6.18 105.20 102.55
3639.00 6519.00 6.24 105.26 102.61
3649.00 6529.00 6.15 105.17 102.52
3659.00 6539.00 6.13 105.15 102.50
3669.00 6549.00 6.06 105.08 102.43
3679.00 6559.00 6.29 105.31 102.66
3689.00 6569.00 6.25 105.27 102.62
3699.00 6579.00 6.22 105.24 102.59
3709.00 6589.00 6.00 105.02 102.37
3719.00 6599.00 6.07 105.09 102.44
3729.00 6609.00 5.98 105.00 102.35
3739.00 6619.00 6.08 105.10 102.45
3749.00 6629.00 5.95 104.97 102.32
3759.00 6639.00 5.94 104.96 102.31
3769.00 6649.00 6.11 105.13 102.48
3779.00 6659.00 6.06 105.08 102.43
3789.00 6669.00 5.95 104.97 102.32
3799.00 6679.00 6.09 105.11 102.46
3809.00 6689.00 6.10 105.12 102.47
3819.00 6699.00 5.91 104.93 102.28
3829.00 6709.00 6.11 105.13 102.48
3839.00 6719.00 6.01 105.03 102.38
3849.00 6729.00 6.15 105.17 102.52
3859.00 6739.00 6.03 105.05 102.40
3869.00 6749.00 5.87 104.89 102.24
3879.00 6759.00 5.94 104.96 102.31
3889.00 6769.00 6.05 105.07 102.42
3899.00 6779.00 5.90 104.92 102.27
3909.00 6789.00 5.93 104.95 102.30
3919.00 6799.00 5.91 104.93 102.28
3929.00 6809.00 6.04 105.06 102.41
3939.00 6819.00 5.94 104.96 102.31
3949.00 6829.00 5.85 104.87 102.22
3959.00 6839.00 5.73 104.75 102.10
3969.00 6849.00 5.94 104.96 102.31
3979.00 6859.00 5.99 105.01 102.36
3989.00 6869.00 6.01 105.03 102.38
3999.00 6879.00 5.49 104.51 101.86
4009.00 6889.00 5.89 104.91 102.26
4019.00 6899.00 5.94 104.96 102.31
4029.00 6909.00 5.85 104.87 102.22
4039.00 6919.00 5.84 104.86 102.21
4049.00 6929.00 5.95 104.97 102.32
4059.00 6939.00 5.83 104.85 102.20
4069.00 6949.00 5.76 104.78 102.13
4079.00 6959.00 5.84 104.86 102.21
4089.00 6969.00 5.84 104.86 102.21
4099.00 6979.00 5.83 104.85 102.20
4109.00 6989.00 5.91 104.93 102.28
4119.00 6999.00 5.65 104.67 102.02
4129.00 7009.00 5.68 104.70 102.05
4139.00 7019.00 5.60 104.62 101.97
4149.00 7029.00 5.88 104.90 102.25
4159.00 7039.00 5.88 104.90 102.25
4169.00 7049.00 5.74 104.76 102.11
4179.00 7059.00 5.81 104.83 102.18
4189.00 7069.00 5.64 104.66 102.01
4199.00 7079.00 5.74 104.76 102.11
4209.00 7089.00 5.55 104.57 101.92
4219.00 7099.00 5.85 104.87 102.22
4229.00 7109.00 5.71 104.73 102.08
4239.00 7119.00 5.63 104.65 102.00
4249.00 7129.00 5.55 104.57 101.92
Bison Bluffs Constant Rate Test Data 15 of 20 SBasinLegendConstant.xlsx, 2/17/2023, Prepared by Van F. King, P.G.
4259.00 7139.00 5.56 104.58 101.93
4269.00 7149.00 5.60 104.62 101.97
4279.00 7159.00 5.78 104.80 102.15
4289.00 7169.00 5.80 104.82 102.17
4299.00 7179.00 5.64 104.66 102.01
4309.00 7189.00 5.62 104.64 101.99
4319.00 7199.00 5.71 104.73 102.08
4329.00 7209.00 5.75 104.77 102.12
4339.00 7219.00 5.78 104.80 102.15
4349.00 7229.00 5.72 104.74 102.09
4359.00 7239.00 5.78 104.80 102.15
4369.00 7249.00 5.60 104.62 101.97
4379.00 7259.00 5.66 104.68 102.03
4389.00 7269.00 5.57 104.59 101.94
4399.00 7279.00 5.55 104.57 101.92
4409.00 7289.00 5.58 104.60 101.95
4419.00 7299.00 5.70 104.72 102.07
4429.00 7309.00 5.69 104.71 102.06
4439.00 7319.00 5.47 104.49 101.84
4449.00 7329.00 5.64 104.66 102.01
4459.00 7339.00 5.67 104.69 102.04
4469.00 7349.00 5.48 104.50 101.85
4479.00 7359.00 5.23 104.25 101.60
4489.00 7369.00 5.48 104.50 101.85
4499.00 7379.00 5.50 104.52 101.87
4509.00 7389.00 5.57 104.59 101.94
4519.00 7399.00 5.46 104.48 101.83
4529.00 7409.00 5.41 104.43 101.78
4539.00 7419.00 5.31 104.33 101.68
4549.00 7429.00 5.58 104.60 101.95
4559.00 7439.00 5.56 104.58 101.93
4569.00 7449.00 5.55 104.57 101.92
4579.00 7459.00 5.46 104.48 101.83
4589.00 7469.00 5.47 104.49 101.84
4599.00 7479.00 5.64 104.66 102.01
4609.00 7489.00 5.38 104.40 101.75
4619.00 7499.00 5.42 104.44 101.79
4629.00 7509.00 5.43 104.45 101.80
4639.00 7519.00 5.51 104.53 101.88
4649.00 7529.00 5.59 104.61 101.96
4659.00 7539.00 5.44 104.46 101.81
4669.00 7549.00 5.64 104.66 102.01
4679.00 7559.00 5.39 104.41 101.76
4689.00 7569.00 5.40 104.42 101.77
4699.00 7579.00 5.32 104.34 101.69
4709.00 7589.00 5.38 104.40 101.75
4719.00 7599.00 5.47 104.49 101.84
4729.00 7609.00 5.51 104.53 101.88
4739.00 7619.00 5.41 104.43 101.78
4749.00 7629.00 5.50 104.52 101.87
4759.00 7639.00 5.49 104.51 101.86
4769.00 7649.00 5.44 104.46 101.81
4779.00 7659.00 5.39 104.41 101.76
4789.00 7669.00 5.28 104.30 101.65
4799.00 7679.00 5.36 104.38 101.73
4809.00 7689.00 5.34 104.36 101.71
4819.00 7699.00 5.44 104.46 101.81
4829.00 7709.00 5.45 104.47 101.82
4839.00 7719.00 5.50 104.52 101.87
4849.00 7729.00 5.31 104.33 101.68
4859.00 7739.00 5.23 104.25 101.60
4869.00 7749.00 5.42 104.44 101.79
4879.00 7759.00 5.14 104.16 101.51
4889.00 7769.00 5.33 104.35 101.70
4899.00 7779.00 5.45 104.47 101.82
4909.00 7789.00 5.29 104.31 101.66
4919.00 7799.00 5.40 104.42 101.77
4929.00 7809.00 5.29 104.31 101.66
4939.00 7819.00 5.34 104.36 101.71
4949.00 7829.00 5.21 104.23 101.58
4959.00 7839.00 5.17 104.19 101.54
4969.00 7849.00 5.42 104.44 101.79
4979.00 7859.00 5.38 104.40 101.75
4989.00 7869.00 5.35 104.37 101.72
4999.00 7879.00 5.32 104.34 101.69
5009.00 7889.00 5.34 104.36 101.71
5019.00 7899.00 5.31 104.33 101.68
5029.00 7909.00 5.16 104.18 101.53
5039.00 7919.00 5.20 104.22 101.57
5049.00 7929.00 5.36 104.38 101.73
5059.00 7939.00 5.18 104.20 101.55
5069.00 7949.00 5.25 104.27 101.62
5079.00 7959.00 5.35 104.37 101.72
5089.00 7969.00 5.16 104.18 101.53
5099.00 7979.00 5.35 104.37 101.72
5109.00 7989.00 5.34 104.36 101.71
5119.00 7999.00 5.09 104.11 101.46
5129.00 8009.00 5.27 104.29 101.64
5139.00 8019.00 5.33 104.35 101.70
5149.00 8029.00 5.16 104.18 101.53
5159.00 8039.00 5.08 104.10 101.45
5169.00 8049.00 5.26 104.28 101.63
5179.00 8059.00 5.18 104.20 101.55
5189.00 8069.00 5.21 104.23 101.58
5199.00 8079.00 5.28 104.30 101.65
5209.00 8089.00 5.13 104.15 101.50
5219.00 8099.00 5.11 104.13 101.48
5229.00 8109.00 5.10 104.12 101.47
5239.00 8119.00 5.24 104.26 101.61
5249.00 8129.00 5.25 104.27 101.62
5259.00 8139.00 4.97 103.99 101.34
5269.00 8149.00 5.23 104.25 101.60
5279.00 8159.00 4.95 103.97 101.32
5289.00 8169.00 5.12 104.14 101.49
5299.00 8179.00 5.05 104.07 101.42
Bison Bluffs Constant Rate Test Data 16 of 20 SBasinLegendConstant.xlsx, 2/17/2023, Prepared by Van F. King, P.G.
5309.00 8189.00 5.22 104.24 101.59
5319.00 8199.00 5.10 104.12 101.47
5329.00 8209.00 5.05 104.07 101.42
5339.00 8219.00 5.09 104.11 101.46
5349.00 8229.00 4.94 103.96 101.31
5359.00 8239.00 5.11 104.13 101.48
5369.00 8249.00 4.95 103.97 101.32
5379.00 8259.00 5.05 104.07 101.42
5389.00 8269.00 5.19 104.21 101.56
5399.00 8279.00 5.09 104.11 101.46
5409.00 8289.00 4.89 103.91 101.26
5419.00 8299.00 4.95 103.97 101.32
5429.00 8309.00 4.95 103.97 101.32
5439.00 8319.00 5.03 104.05 101.40
5449.00 8329.00 4.92 103.94 101.29
5459.00 8339.00 4.88 103.90 101.25
5469.00 8349.00 5.02 104.04 101.39
5479.00 8359.00 4.98 104.00 101.35
5489.00 8369.00 4.89 103.91 101.26
5499.00 8379.00 5.06 104.08 101.43
5509.00 8389.00 5.03 104.05 101.40
5519.00 8399.00 4.92 103.94 101.29
5529.00 8409.00 4.94 103.96 101.31
5539.00 8419.00 4.92 103.94 101.29
5549.00 8429.00 4.85 103.87 101.22
5559.00 8439.00 4.84 103.86 101.21
5569.00 8449.00 4.85 103.87 101.22
5579.00 8459.00 4.89 103.91 101.26
5589.00 8469.00 4.92 103.94 101.29
5599.00 8479.00 4.74 103.76 101.11
5609.00 8489.00 4.90 103.92 101.27
5619.00 8499.00 4.86 103.88 101.23
5629.00 8509.00 4.91 103.93 101.28
5639.00 8519.00 4.84 103.86 101.21
5649.00 8529.00 4.83 103.85 101.20
5659.00 8539.00 4.86 103.88 101.23
5669.00 8549.00 4.80 103.82 101.17
5679.00 8559.00 4.76 103.78 101.13
5689.00 8569.00 4.81 103.83 101.18
5699.00 8579.00 4.88 103.90 101.25
5709.00 8589.00 4.84 103.86 101.21
5719.00 8599.00 4.69 103.71 101.06
5729.00 8609.00 4.86 103.88 101.23
5739.00 8619.00 4.89 103.91 101.26
5749.00 8629.00 4.86 103.88 101.23
5759.00 8639.00 4.67 103.69 101.04
5769.00 8649.00 4.78 103.80 101.15
5779.00 8659.00 4.77 103.79 101.14
5789.00 8669.00 4.77 103.79 101.14
5799.00 8679.00 4.67 103.69 101.04
5809.00 8689.00 4.79 103.81 101.16
5819.00 8699.00 4.71 103.73 101.08
5829.00 8709.00 4.78 103.80 101.15
5839.00 8719.00 4.79 103.81 101.16
5849.00 8729.00 4.84 103.86 101.21
5859.00 8739.00 4.79 103.81 101.16
5869.00 8749.00 4.71 103.73 101.08
5879.00 8759.00 4.70 103.72 101.07
5889.00 8769.00 4.65 103.67 101.02
5899.00 8779.00 4.71 103.73 101.08
5909.00 8789.00 4.64 103.66 101.01
5919.00 8799.00 4.68 103.70 101.05
5929.00 8809.00 4.46 103.48 100.83
5939.00 8819.00 4.59 103.61 100.96
5949.00 8829.00 4.75 103.77 101.12
5959.00 8839.00 4.71 103.73 101.08
5969.00 8849.00 4.53 103.55 100.90
5979.00 8859.00 4.66 103.68 101.03
5989.00 8869.00 4.60 103.62 100.97
5999.00 8879.00 4.67 103.69 101.04
6009.00 8889.00 4.62 103.64 100.99
6019.00 8899.00 4.65 103.67 101.02
6029.00 8909.00 4.54 103.56 100.91
6039.00 8919.00 4.66 103.68 101.03
6049.00 8929.00 4.62 103.64 100.99
6059.00 8939.00 4.51 103.53 100.88
6069.00 8949.00 4.54 103.56 100.91
6079.00 8959.00 4.51 103.53 100.88
6089.00 8969.00 4.52 103.54 100.89
6099.00 8979.00 4.67 103.69 101.04
6109.00 8989.00 4.70 103.72 101.07
6119.00 8999.00 4.47 103.49 100.84
6129.00 9009.00 4.58 103.60 100.95
6139.00 9019.00 4.45 103.47 100.82
6149.00 9029.00 4.42 103.44 100.79
6159.00 9039.00 4.72 103.74 101.09
6169.00 9049.00 4.41 103.43 100.78
6179.00 9059.00 4.36 103.38 100.73
6189.00 9069.00 4.53 103.55 100.90
6199.00 9079.00 4.49 103.51 100.86
6209.00 9089.00 4.36 103.38 100.73
6219.00 9099.00 4.50 103.52 100.87
6229.00 9109.00 4.43 103.45 100.80
6239.00 9119.00 4.44 103.46 100.81
6249.00 9129.00 4.44 103.46 100.81
6259.00 9139.00 4.44 103.46 100.81
6269.00 9149.00 4.28 103.30 100.65
6279.00 9159.00 4.43 103.45 100.80
6289.00 9169.00 4.50 103.52 100.87
6299.00 9179.00 4.48 103.50 100.85
6309.00 9189.00 4.39 103.41 100.76
6319.00 9199.00 4.33 103.35 100.70
6329.00 9209.00 4.26 103.28 100.63
6339.00 9219.00 4.22 103.24 100.59
6349.00 9229.00 4.36 103.38 100.73
Bison Bluffs Constant Rate Test Data 17 of 20 SBasinLegendConstant.xlsx, 2/17/2023, Prepared by Van F. King, P.G.
6359.00 9239.00 4.36 103.38 100.73
6369.00 9249.00 4.19 103.21 100.56
6379.00 9259.00 4.30 103.32 100.67
6389.00 9269.00 4.42 103.44 100.79
6399.00 9279.00 4.41 103.43 100.78
6409.00 9289.00 4.30 103.32 100.67
6419.00 9299.00 4.32 103.34 100.69
6429.00 9309.00 4.28 103.30 100.65
6439.00 9319.00 4.18 103.20 100.55
6449.00 9329.00 4.31 103.33 100.68
6459.00 9339.00 4.29 103.31 100.66
6469.00 9349.00 4.24 103.26 100.61
6479.00 9359.00 4.24 103.26 100.61
6489.00 9369.00 4.41 103.43 100.78
6499.00 9379.00 4.22 103.24 100.59
6509.00 9389.00 4.18 103.20 100.55
6519.00 9399.00 4.31 103.33 100.68
6529.00 9409.00 4.18 103.20 100.55
6539.00 9419.00 4.25 103.27 100.62
6549.00 9429.00 4.17 103.19 100.54
6559.00 9439.00 4.14 103.16 100.51
6569.00 9449.00 4.19 103.21 100.56
6579.00 9459.00 4.17 103.19 100.54
6589.00 9469.00 4.13 103.15 100.50
6599.00 9479.00 4.24 103.26 100.61
6609.00 9489.00 4.21 103.23 100.58
6619.00 9499.00 4.17 103.19 100.54
6629.00 9509.00 4.27 103.29 100.64
6639.00 9519.00 4.16 103.18 100.53
6649.00 9529.00 4.14 103.16 100.51
6659.00 9539.00 4.18 103.20 100.55
6669.00 9549.00 4.22 103.24 100.59
6679.00 9559.00 4.09 103.11 100.46
6689.00 9569.00 4.02 103.04 100.39
6699.00 9579.00 4.13 103.15 100.50
6709.00 9589.00 4.12 103.14 100.49
6719.00 9599.00 4.18 103.20 100.55
6729.00 9609.00 3.99 103.01 100.36
6739.00 9619.00 4.17 103.19 100.54
6749.00 9629.00 3.97 102.99 100.34
6759.00 9639.00 4.03 103.05 100.40
6769.00 9649.00 4.14 103.16 100.51
6779.00 9659.00 4.28 103.30 100.65
6789.00 9669.00 4.04 103.06 100.41
6799.00 9679.00 4.17 103.19 100.54
6809.00 9689.00 4.10 103.12 100.47
6819.00 9699.00 4.04 103.06 100.41
6829.00 9709.00 3.85 102.87 100.22
6839.00 9719.00 4.16 103.18 100.53
6849.00 9729.00 4.22 103.24 100.59
6859.00 9739.00 4.00 103.02 100.37
6869.00 9749.00 3.98 103.00 100.35
6879.00 9759.00 4.00 103.02 100.37
6889.00 9769.00 4.18 103.20 100.55
6899.00 9779.00 4.03 103.05 100.40
6909.00 9789.00 4.01 103.03 100.38
6919.00 9799.00 3.95 102.97 100.32
6929.00 9809.00 3.98 103.00 100.35
6939.00 9819.00 3.93 102.95 100.30
6949.00 9829.00 3.95 102.97 100.32
6959.00 9839.00 3.96 102.98 100.33
6969.00 9849.00 3.85 102.87 100.22
6979.00 9859.00 3.86 102.88 100.23
6989.00 9869.00 3.88 102.90 100.25
6999.00 9879.00 3.98 103.00 100.35
7009.00 9889.00 3.94 102.96 100.31
7019.00 9899.00 3.98 103.00 100.35
7029.00 9909.00 4.05 103.07 100.42
7039.00 9919.00 3.89 102.91 100.26
7049.00 9929.00 3.86 102.88 100.23
7059.00 9939.00 3.98 103.00 100.35
7069.00 9949.00 4.06 103.08 100.43
7079.00 9959.00 3.83 102.85 100.20
7089.00 9969.00 4.14 103.16 100.51
7099.00 9979.00 3.86 102.88 100.23
7109.00 9989.00 3.85 102.87 100.22
7119.00 9999.00 3.99 103.01 100.36
7129.00 10009.00 3.89 102.91 100.26
7139.00 10019.00 3.97 102.99 100.34
7149.00 10029.00 3.78 102.80 100.15
7159.00 10039.00 3.79 102.81 100.16
7169.00 10049.00 4.01 103.03 100.38
7179.00 10059.00 3.77 102.79 100.14
7189.00 10069.00 3.88 102.90 100.25
7199.00 10079.00 4.01 103.03 100.38
7209.00 10089.00 3.78 102.80 100.15
7219.00 10099.00 3.83 102.85 100.20
7229.00 10109.00 3.75 102.77 100.12
7239.00 10119.00 3.92 102.94 100.29
7249.00 10129.00 3.77 102.79 100.14
7259.00 10139.00 3.73 102.75 100.10
7269.00 10149.00 3.73 102.75 100.10
7279.00 10159.00 3.71 102.73 100.08
7289.00 10169.00 3.84 102.86 100.21
7299.00 10179.00 3.90 102.92 100.27
7309.00 10189.00 3.70 102.72 100.07
7319.00 10199.00 3.91 102.93 100.28
7329.00 10209.00 3.90 102.92 100.27
7339.00 10219.00 3.83 102.85 100.20
7349.00 10229.00 4.05 103.07 100.42
7359.00 10239.00 3.81 102.83 100.18
7369.00 10249.00 3.78 102.80 100.15
7379.00 10259.00 3.90 102.92 100.27
7389.00 10269.00 3.77 102.79 100.14
7399.00 10279.00 3.82 102.84 100.19
Bison Bluffs Constant Rate Test Data 18 of 20 SBasinLegendConstant.xlsx, 2/17/2023, Prepared by Van F. King, P.G.
7409.00 10289.00 3.87 102.89 100.24
7419.00 10299.00 3.70 102.72 100.07
7429.00 10309.00 3.84 102.86 100.21
7439.00 10319.00 3.91 102.93 100.28
7449.00 10329.00 3.97 102.99 100.34
7459.00 10339.00 3.83 102.85 100.20
7469.00 10349.00 3.95 102.97 100.32
7479.00 10359.00 3.60 102.62 99.97
7489.00 10369.00 3.83 102.85 100.20
7499.00 10379.00 3.86 102.88 100.23
7509.00 10389.00 3.84 102.86 100.21
7519.00 10399.00 3.81 102.83 100.18
7529.00 10409.00 3.81 102.83 100.18
7539.00 10419.00 3.92 102.94 100.29
7549.00 10429.00 3.90 102.92 100.27
7559.00 10439.00 3.91 102.93 100.28
7569.00 10449.00 3.84 102.86 100.21
7579.00 10459.00 3.78 102.80 100.15
7589.00 10469.00 3.79 102.81 100.16
7599.00 10479.00 3.83 102.85 100.20
7609.00 10489.00 3.70 102.72 100.07
7619.00 10499.00 3.70 102.72 100.07
7629.00 10509.00 3.65 102.67 100.02
7639.00 10519.00 3.69 102.71 100.06
7649.00 10529.00 3.57 102.59 99.94
7659.00 10539.00 3.56 102.58 99.93
7669.00 10549.00 3.80 102.82 100.17
7679.00 10559.00 3.79 102.81 100.16
7689.00 10569.00 3.61 102.63 99.98
7699.00 10579.00 3.55 102.57 99.92
7709.00 10589.00 3.62 102.64 99.99
7719.00 10599.00 3.74 102.76 100.11
7729.00 10609.00 3.66 102.68 100.03
7739.00 10619.00 3.62 102.64 99.99
7749.00 10629.00 3.69 102.71 100.06
7759.00 10639.00 3.82 102.84 100.19
7769.00 10649.00 3.73 102.75 100.10
7779.00 10659.00 3.63 102.65 100.00
7789.00 10669.00 3.57 102.59 99.94
7799.00 10679.00 3.54 102.56 99.91
7809.00 10689.00 3.79 102.81 100.16
7819.00 10699.00 3.52 102.54 99.89
7829.00 10709.00 3.68 102.70 100.05
7839.00 10719.00 3.59 102.61 99.96
7849.00 10729.00 3.67 102.69 100.04
7859.00 10739.00 3.68 102.70 100.05
7869.00 10749.00 3.73 102.75 100.10
7879.00 10759.00 3.74 102.76 100.11
7889.00 10769.00 3.38 102.40 99.75
7899.00 10779.00 3.80 102.82 100.17
7909.00 10789.00 3.56 102.58 99.93
7919.00 10799.00 3.58 102.60 99.95
7929.00 10809.00 3.57 102.59 99.94
7939.00 10819.00 3.72 102.74 100.09
7949.00 10829.00 3.65 102.67 100.02
7959.00 10839.00 3.48 102.50 99.85
7969.00 10849.00 3.62 102.64 99.99
7979.00 10859.00 3.73 102.75 100.10
7989.00 10869.00 3.56 102.58 99.93
7999.00 10879.00 3.61 102.63 99.98
8009.00 10889.00 3.62 102.64 99.99
8019.00 10899.00 3.68 102.70 100.05
8029.00 10909.00 3.65 102.67 100.02
8039.00 10919.00 3.54 102.56 99.91
8049.00 10929.00 3.46 102.48 99.83
8059.00 10939.00 3.41 102.43 99.78
8069.00 10949.00 3.35 102.37 99.72
8079.00 10959.00 3.53 102.55 99.90
8089.00 10969.00 3.58 102.60 99.95
8099.00 10979.00 3.44 102.46 99.81
8109.00 10989.00 3.42 102.44 99.79
8119.00 10999.00 3.54 102.56 99.91
8129.00 11009.00 3.57 102.59 99.94
8139.00 11019.00 3.62 102.64 99.99
8149.00 11029.00 3.53 102.55 99.90
8159.00 11039.00 3.35 102.37 99.72
8169.00 11049.00 3.67 102.69 100.04
8179.00 11059.00 3.38 102.40 99.75
8189.00 11069.00 3.54 102.56 99.91
8199.00 11079.00 3.49 102.51 99.86
8209.00 11089.00 3.44 102.46 99.81
8219.00 11099.00 3.46 102.48 99.83
8229.00 11109.00 3.33 102.35 99.70
8239.00 11119.00 3.46 102.48 99.83
8249.00 11129.00 3.44 102.46 99.81
8259.00 11139.00 3.57 102.59 99.94
8269.00 11149.00 3.49 102.51 99.86
8279.00 11159.00 3.38 102.40 99.75
8289.00 11169.00 3.50 102.52 99.87
8299.00 11179.00 3.40 102.42 99.77
8309.00 11189.00 3.48 102.50 99.85
8319.00 11199.00 3.59 102.61 99.96
8329.00 11209.00 3.50 102.52 99.87
8339.00 11219.00 3.36 102.38 99.73
8349.00 11229.00 3.40 102.42 99.77
8359.00 11239.00 3.33 102.35 99.70
8369.00 11249.00 3.40 102.42 99.77
8379.00 11259.00 3.30 102.32 99.67
8389.00 11269.00 3.44 102.46 99.81
8399.00 11279.00 3.54 102.56 99.91
8409.00 11289.00 3.27 102.29 99.64
8419.00 11299.00 3.44 102.46 99.81
8429.00 11309.00 3.44 102.46 99.81
8439.00 11319.00 3.37 102.39 99.74
8449.00 11329.00 3.38 102.40 99.75
Bison Bluffs Constant Rate Test Data 19 of 20 SBasinLegendConstant.xlsx, 2/17/2023, Prepared by Van F. King, P.G.
8459.00 11339.00 3.25 102.27 99.62
8469.00 11349.00 3.38 102.40 99.75
8479.00 11359.00 3.16 102.18 99.53
8489.00 11369.00 3.39 102.41 99.76
8499.00 11379.00 3.40 102.42 99.77
8509.00 11389.00 3.21 102.23 99.58
8519.00 11399.00 3.31 102.33 99.68
8529.00 11409.00 3.30 102.32 99.67
8539.00 11419.00 3.32 102.34 99.69
8549.00 11429.00 3.42 102.44 99.79
8559.00 11439.00 3.40 102.42 99.77
8569.00 11449.00 3.29 102.31 99.66
8579.00 11459.00 3.30 102.32 99.67
8589.00 11469.00 3.21 102.23 99.58
8599.00 11479.00 3.40 102.42 99.77
8609.00 11489.00 3.36 102.38 99.73
8619.00 11499.00 3.27 102.29 99.64
8629.00 11509.00 3.33 102.35 99.70
8639.00 11519.00 3.28 102.30 99.65
8649.00 11529.00 3.09 102.11 99.46
8659.00 11539.00 3.21 102.23 99.58
8669.00 11549.00 3.17 102.19 99.54
8679.00 11559.00 3.27 102.29 99.64
8689.00 11569.00 3.08 102.10 99.45
8699.00 11579.00 3.27 102.29 99.64
8709.00 11589.00 3.27 102.29 99.64
8719.00 11599.00 3.22 102.24 99.59
8729.00 11609.00 3.30 102.32 99.67
8739.00 11619.00 3.28 102.30 99.65
8749.00 11629.00 3.17 102.19 99.54
8759.00 11639.00 3.18 102.20 99.55
8769.00 11649.00 3.10 102.12 99.47
8779.00 11659.00 3.17 102.19 99.54
8789.00 11669.00 3.45 102.47 99.82
8799.00 11679.00 3.08 102.10 99.45
8809.00 11689.00 3.10 102.12 99.47
8819.00 11699.00 3.15 102.17 99.52
8829.00 11709.00 3.25 102.27 99.62
8839.00 11719.00 3.01 102.03 99.38
8849.00 11729.00 3.25 102.27 99.62
8859.00 11739.00 3.07 102.09 99.44
8869.00 11749.00 3.04 102.06 99.41
8879.00 11759.00 2.97 101.99 99.34
8889.00 11769.00 3.09 102.11 99.46
8899.00 11779.00 3.02 102.04 99.39
8909.00 11789.00 3.08 102.10 99.45
8919.00 11799.00 3.18 102.20 99.55
8929.00 11809.00 2.95 101.97 99.32
8939.00 11819.00 3.08 102.10 99.45
8949.00 11829.00 3.01 102.03 99.38
8959.00 11839.00 3.22 102.24 99.59
8969.00 11849.00 3.16 102.18 99.53
8979.00 11859.00 3.12 102.14 99.49
8989.00 11869.00 3.11 102.13 99.48
8999.00 11879.00 2.95 101.97 99.32
9009.00 11889.00 2.98 102.00 99.35
9019.00 11899.00 3.02 102.04 99.39
9029.00 11909.00 3.00 102.02 99.37
9039.00 11919.00 3.08 102.10 99.45
9049.00 11929.00 3.07 102.09 99.44
9059.00 11939.00 2.93 101.95 99.30
9069.00 11949.00 2.85 101.87 99.22
9079.00 11959.00 2.97 101.99 99.34
9089.00 11969.00 3.07 102.09 99.44
9099.00 11979.00 3.02 102.04 99.39
9109.00 11989.00 2.87 101.89 99.24
9119.00 11999.00 2.91 101.93 99.28
9129.00 12009.00 3.05 102.07 99.42
9139.00 12019.00 3.15 102.17 99.52
9149.00 12029.00 3.07 102.09 99.44
9159.00 12039.00 2.87 101.89 99.24
9169.00 12049.00 2.90 101.92 99.27
9179.00 12059.00 2.92 101.94 99.29
9189.00 12069.00 2.94 101.96 99.31
9199.00 12079.00 2.92 101.94 99.29
9209.00 12089.00 2.82 101.84 99.19
9219.00 12099.00 2.93 101.95 99.30
9229.00 12109.00 2.88 101.90 99.25
9239.00 12119.00 2.81 101.83 99.18
9249.00 12129.00 2.95 101.97 99.32
9259.00 12139.00 2.87 101.89 99.24
9269.00 12149.00 2.84 101.86 99.21
9279.00 12159.00 2.95 101.97 99.32
9289.00 12169.00 2.97 101.99 99.34
9299.00 12179.00 2.83 101.85 99.20
9309.00 12189.00 2.85 101.87 99.22
9319.00 12199.00 2.88 101.90 99.25
9329.00 12209.00 2.85 101.87 99.22
9339.00 12219.00 2.73 101.75 99.10
9349.00 12229.00 2.85 101.87 99.22
9359.00 12239.00 2.77 101.79 99.14
Bison Bluffs Constant Rate Test Data 20 of 20 SBasinLegendConstant.xlsx, 2/17/2023, Prepared by Van F. King, P.G.
Well Completion and Performance Testing Report, Snowbasin Legend Well
King Water Resources March 2023

Attachment K

Laboratory Analytical Reports
The analyses presented on this report were performed in accordance with the
National Environmental Laboratory Accreditation Program (NELAP) unless
noted in the comments, flags, or case narrative. If the report is to be used for
regulatory compliance, it should be presented in its entirety, and not be
altered.
Client Service Contact: 801.262.7299
King Water Resources
Attn: Van King
2498 East Nantucket Drive
Salt Lake City, UT 84121
Work Order: 22J2156
Project: Snowbasin
12/19/2022
Approved By:
Reed Hendricks, Director of Operations
9632 South 500 West Sandy, Utah 84070
Serving the Intermountain West since 1953
801.262.7299 Main 866.792.0093 Fax www.ChemtechFord.com
Page 1 of 4
Certificate of Analysis
22J2143-01Lab Sample No.:
Name:
Sample Site:
Sample Matrix:
Sample Date:
Receipt Date:
Sampler:
Legend Well
Drinking Water
Van F. King, PG
10/27/2022 8:25 AM
10/27/2022 11:28 AM
Snowbasin
Comments:
PO Number:
Project:
Source Code:Sample Point:Report to State:
System No.:
King Water Resources
Minimum
Reporting
LimitParameter
Sample
Result Units
Analytical
Method
Analysis
Date/Time Flag
Preparation
Date/Time
EPA Max
Contaminant
Level (MCL)
Calculations
Langelier Index @ 22 Deg. C None Calculation 11/08/202211/08/2022 -0.28
Hardness, Total as CaCO3 1.32 mg/L SM 2340 B 11/03/202211/03/2022 163
Inorganic
Alkalinity - Bicarbonate (as CaCO3)1.0 mg/L SM 2320 B 10/28/202210/28/2022 161
Alkalinity - Carbonate (as CaCO3)1.0 mg/L SM 2320 B 10/28/202210/28/2022 ND
Alkalinity - Hydroxide (as CaCO3)1.0 mg/L SM 2320 B 10/28/202210/28/2022 ND
Alkalinity - Total (as CaCO3)1.0 mg/L SM 2320 B 10/28/202210/28/2022 161
Ammonia as N 0.20 mg/L SM 4500 NH3 H 11/03/202211/03/2022 ND
Chloride 1.00 mg/L EPA 300.0 10/27/202210/27/20222503.49
Color 0 Color Units SM 2120 B 10/27/2022 12:5810/27/2022 12:511510
Conductivity 1 umho/cm EPA 120.1 10/27/202210/27/2022 310
Cyanide, Free 0.016 mg/L SM 4500 CN-E 10/31/202210/31/20220.2ND
Fluoride 0.100 mg/L EPA 300.0 10/27/202210/27/20224ND
MBAS Surfactants 0.08 mg/L SM 5540 C 10/28/2022 10:0010/28/2022 10:000.5ND
Nitrate as N 0.10 mg/L EPA 300.0 10/27/2022 19:5110/27/2022 13:29100.19
Nitrite as N 0.10 mg/L EPA 300.0 10/27/2022 19:5110/27/2022 13:291ND
Odor 0 T.O.N.SM 2150 B 10/27/2022 12:5810/27/2022 12:513ND
pH 0.1 SPHpH Units SM 4500 H-B 10/27/2022 15:2510/27/2022 13:55 7.5
Phosphate, ortho as P 0.01 mg/L SM 4500 P-E/F 10/28/2022 13:1610/27/2022 17:26 0.02
Sulfate 1.00 mg/L EPA 300.0 10/27/202210/27/20222504.31
Total Dissolved Solids (TDS)20 mg/L SM 2540 C 11/01/202211/01/20221000192
Turbidity 0.05 NTU EPA 180.1 10/27/2022 15:1410/27/2022 14:4850.65
Metals
Aluminum, Total 0.05 mg/L EPA 200.7 11/03/202211/03/20220.2ND
Antimony, Total 0.0005 mg/L EPA 200.8 11/01/202211/01/20220.006ND
Arsenic, Total 0.0005 mg/L EPA 200.8 11/01/202211/01/20220.01ND
Barium, Total 0.005 mg/L EPA 200.7 11/03/202211/03/202220.224
Beryllium, Total 0.001 mg/L EPA 200.7 11/03/202211/03/20220.004ND
Boron, Total 0.05 mg/L EPA 200.7 11/03/202211/03/2022 ND
Cadmium, Total 0.0002 mg/L EPA 200.8 11/01/202211/01/20220.005ND
Calcium, Total 0.2 mg/L EPA 200.7 11/03/202211/03/2022 35.3
Chromium, Total 0.005 mg/L EPA 200.7 11/03/202211/03/20220.1ND
Copper, Total 0.0010 mg/L EPA 200.8 11/01/202211/01/20221.3ND
Iron, Total 0.02 mg/L EPA 200.7 11/03/202211/03/20220.3ND
Lead, Total 0.0005 mg/L EPA 200.8 11/01/202211/01/20220.015ND
Page 2 of 8
9632 South 500 West
Sandy, UT 84070801-262-7299 Office
www.ChemtechFord.com
Page 2 of 8
Certificate of Analysis
22J2143-01Lab Sample No.:
Name:
Sample Site:
Sample Matrix:
Sample Date:
Receipt Date:
Sampler:
Legend Well
Drinking Water
Van F. King, PG
10/27/2022 8:25 AM
10/27/2022 11:28 AM
Snowbasin
Comments:
PO Number:
Project:
Source Code:Sample Point:Report to State:
System No.:
King Water Resources
Minimum
Reporting
LimitParameter
Sample
Result Units
Analytical
Method
Analysis
Date/Time Flag
Preparation
Date/Time
EPA Max
Contaminant
Level (MCL)
Metals (cont.)
Magnesium, Total 0.2 mg/L EPA 200.7 11/03/202211/03/2022 18.3
Manganese, Total 0.005 mg/L EPA 200.7 11/03/202211/03/20220.05ND
Mercury, Total 0.00020 mg/L EPA 200.8 11/01/202211/01/20220.002ND
Nickel, Total 0.005 mg/L EPA 200.7 11/03/202211/03/20220.1ND
Potassium, Total 0.5 mg/L EPA 200.7 11/03/202211/03/2022 0.7
Selenium, Total 0.0005 mg/L EPA 200.8 11/01/202211/01/20220.05ND
Silica, (as SiO2) Total 0.1 mg/L EPA 200.7 11/03/202211/03/2022 7.4
Silver, Total 0.0005 mg/L EPA 200.8 11/01/202211/01/20220.1ND
Sodium, Total 0.5 mg/L EPA 200.7 11/03/202211/03/2022 4.7
Thallium, Total 0.0002 mg/L EPA 200.8 11/01/202211/01/20220.002ND
Zinc, Total 0.01 mg/L EPA 200.7 11/03/202211/03/20225ND
Microbiology
Coliform, Total 1 Org/100 mL SM 9223 B 10/28/2022 10:1510/27/2022 15:45 ND
E. Coli 1 Org/100 mL SM 9223 B 10/28/2022 10:1510/27/2022 15:45 ND
Carbamates
3-Hydroxycarbofuran 1 ug/L EPA 531.1 11/01/202211/01/2022 ND
Aldicarb 1 ug/L EPA 531.1 11/01/202211/01/2022 ND
Aldicarb sulfone 1 ug/L EPA 531.1 11/01/202211/01/2022 ND
Aldicarb sulfoxide 1 ug/L EPA 531.1 11/01/202211/01/2022 ND
Carbaryl 1 ug/L EPA 531.1 11/01/202211/01/2022 ND
Carbofuran 1 ug/L EPA 531.1 11/01/202211/01/202240ND
Methomyl 1 ug/L EPA 531.1 11/01/202211/01/2022 ND
Oxamyl 1 ug/L EPA 531.1 11/01/202211/01/2022200ND
Herbicides
2,4,5-TP (Silvex)0.440 ug/L EPA 515.3 11/07/202211/07/202250ND
2,4-D 0.220 ug/L EPA 515.3 11/07/202211/07/202270ND
Dalapon 2.20 ug/L EPA 515.3 11/07/202211/07/2022200ND
Dicamba 1.00 ug/L EPA 515.3 11/07/202211/07/2022 ND
Dinoseb 0.440 ug/L EPA 515.3 11/07/202211/07/20227ND
Pentachlorophenol 0.088 ug/L EPA 515.3 11/07/202211/07/20221ND
Picloram 0.220 ug/L EPA 515.3 11/07/202211/07/2022500ND
Pesticides
Endrin 0.022 ug/L EPA 508.1 11/03/202211/02/20222ND
Page 3 of 8
9632 South 500 West
Sandy, UT 84070801-262-7299 Office
www.ChemtechFord.com
Page 3 of 8
Certificate of Analysis
22J2143-01Lab Sample No.:
Name:
Sample Site:
Sample Matrix:
Sample Date:
Receipt Date:
Sampler:
Legend Well
Drinking Water
Van F. King, PG
10/27/2022 8:25 AM
10/27/2022 11:28 AM
Snowbasin
Comments:
PO Number:
Project:
Source Code:Sample Point:Report to State:
System No.:
King Water Resources
Minimum
Reporting
LimitParameter
Sample
Result Units
Analytical
Method
Analysis
Date/Time Flag
Preparation
Date/Time
EPA Max
Contaminant
Level (MCL)
Pesticides (cont.)
Heptachlor 0.088 ug/L EPA 508.1 11/03/202211/02/20220.4ND
Heptachlor epoxide 0.044 ug/L EPA 508.1 11/03/202211/02/20220.2ND
Lindane 0.044 ug/L EPA 508.1 11/03/202211/02/20220.2ND
Methoxychlor 0.22 ug/L EPA 508.1 11/03/202211/02/202240ND
PCB-1016 0.20 ug/L EPA 508.1 11/03/202211/02/20220.2ND
PCB-1221 0.20 ug/L EPA 508.1 11/03/202211/02/20220.5ND
PCB-1232 0.20 ug/L EPA 508.1 11/03/202211/02/20220.5ND
PCB-1242 0.50 ug/L EPA 508.1 11/03/202211/02/20220.5ND
PCB-1248 0.50 ug/L EPA 508.1 11/03/202211/02/20220.5ND
PCB-1254 0.50 ug/L EPA 508.1 11/03/202211/02/20220.5ND
PCB-1260 0.50 ug/L EPA 508.1 11/03/202211/02/20220.5ND
PCB - Total 0.50 ug/L EPA 508.1 11/03/202211/02/20220.5ND
Toxaphene 2.2 ug/L EPA 508.1 11/03/202211/02/20223ND
Semi-Volatile Compounds
Alachlor 0.44 ug/L EPA 525.2 11/03/202211/02/20222ND
Aldrin 2.00 ug/L EPA 525.2 11/03/202211/02/2022 ND
Atrazine 0.22 ug/L EPA 525.2 11/03/202211/02/20223ND
Benzo (a) pyrene 0.04 ug/L EPA 525.2 11/03/202211/02/20220.2ND
Bis (2-ethylhexyl) Adipate 1.30 ug/L EPA 525.2 11/03/202211/02/2022400ND
Bis (2-ethylhexyl) Phthalate 1.30 ug/L EPA 525.2 11/03/202211/02/20226ND
Butachlor 0.50 ug/L EPA 525.2 11/03/202211/02/2022 ND
alpha-Chlordane 0.44 ug/L EPA 525.2 11/03/202211/02/20222ND
gamma-Chlordane 0.44 ug/L EPA 525.2 11/03/202211/02/20222ND
Chlordane - Total 0.44 ug/L EPA 525.2 11/03/202211/02/20222ND
Dieldrin 1.00 ug/L EPA 525.2 11/03/202211/02/2022 ND
Hexachlorobenzene 0.22 ug/L EPA 525.2 11/03/202211/02/20221ND
Hexachlorocyclopentadiene 0.22 ug/L EPA 525.2 11/03/202211/02/202250ND
Metolachlor 0.50 ug/L EPA 525.2 11/03/202211/02/2022 ND
Metribuzin 0.50 ug/L EPA 525.2 11/03/202211/02/2022 ND
Propachlor 0.50 ug/L EPA 525.2 11/03/202211/02/2022 ND
Simazine 0.15 ug/L EPA 525.2 11/03/202211/02/20224ND
Volatile Organic Compounds
1,1,1,2-Tetrachloroethane 1.0 ug/L EPA 524.2 11/08/202211/08/2022 ND
1,1,1-Trichloroethane 0.5 ug/L EPA 524.2 11/08/202211/08/2022200ND
1,1,2,2-Tetrachloroethane 1.0 ug/L EPA 524.2 11/08/202211/08/2022 ND
Page 4 of 8
9632 South 500 West
Sandy, UT 84070801-262-7299 Office
www.ChemtechFord.com
Page 4 of 8
Certificate of Analysis
22J2143-01Lab Sample No.:
Name:
Sample Site:
Sample Matrix:
Sample Date:
Receipt Date:
Sampler:
Legend Well
Drinking Water
Van F. King, PG
10/27/2022 8:25 AM
10/27/2022 11:28 AM
Snowbasin
Comments:
PO Number:
Project:
Source Code:Sample Point:Report to State:
System No.:
King Water Resources
Minimum
Reporting
LimitParameter
Sample
Result Units
Analytical
Method
Analysis
Date/Time Flag
Preparation
Date/Time
EPA Max
Contaminant
Level (MCL)
Volatile Organic Compounds (cont.)
1,1,2-Trichloroethane 0.5 ug/L EPA 524.2 11/08/202211/08/20225ND
1,1,2-Trichlorotrifluoroethane 1.0 ug/L EPA 524.2 11/08/202211/08/2022 ND
1,1-Dichloroethane 1.0 ug/L EPA 524.2 11/08/202211/08/2022 ND
1,1-Dichloroethene 0.5 ug/L EPA 524.2 11/08/202211/08/20227ND
1,1-Dichloropropene 0.5 ug/L EPA 524.2 11/08/202211/08/2022 ND
1,2,3-Trichlorobenzene 1.0 ug/L EPA 524.2 11/08/202211/08/2022 ND
1,2,3-Trichloropropane 1.0 ug/L EPA 524.2 11/08/202211/08/2022 ND
1,2,4-Trichlorobenzene 0.5 ug/L EPA 524.2 11/08/202211/08/202270ND
1,2,4-Trimethylbenzene 1.0 ug/L EPA 524.2 11/08/202211/08/202270ND
1,2-Dichlorobenzene 0.5 ug/L EPA 524.2 11/08/202211/08/2022600ND
1,2-Dichloroethane 0.5 ug/L EPA 524.2 11/08/202211/08/20225ND
1,2-Dichloropropane 0.5 ug/L EPA 524.2 11/08/202211/08/20225ND
1,3,5-Trimethylbenzene 1.0 ug/L EPA 524.2 11/08/202211/08/2022 ND
1,3-Dichlorobenzene 1.0 ug/L EPA 524.2 11/08/202211/08/2022 ND
1,3-Dichloropropane 0.5 ug/L EPA 524.2 11/08/202211/08/2022 ND
1,4-Dichlorobenzene 0.5 ug/L EPA 524.2 11/08/202211/08/202275ND
2,2-Dichloropropane 0.5 ug/L EPA 524.2 11/08/202211/08/2022 ND
2-Chlorotoluene 1.0 ug/L EPA 524.2 11/08/202211/08/2022 ND
4-Chlorotoluene 1.0 ug/L EPA 524.2 11/08/202211/08/2022 ND
Benzene 0.5 ug/L EPA 524.2 11/08/202211/08/20225ND
Bromobenzene 1.0 ug/L EPA 524.2 11/08/202211/08/2022 ND
Bromochloromethane 1.0 ug/L EPA 524.2 11/08/202211/08/2022 ND
Bromodichloromethane 0.5 ug/L EPA 524.2 11/08/202211/08/2022 ND
Bromoform 0.5 ug/L EPA 524.2 11/08/202211/08/2022 ND
Bromomethane 1.0 ug/L EPA 524.2 11/08/202211/08/2022 ND
Carbon Tetrachloride 1.0 ug/L EPA 524.2 11/08/202211/08/20225ND
Chlorobenzene 0.5 ug/L EPA 524.2 11/08/202211/08/2022100ND
Chloroethane 1.0 ug/L EPA 524.2 11/08/202211/08/2022 ND
Chloroform 0.5 ug/L EPA 524.2 11/08/202211/08/2022 ND
Chloromethane 1.0 ug/L EPA 524.2 11/08/202211/08/2022 ND
cis-1,2-Dichloroethene 1.0 ug/L EPA 524.2 11/08/202211/08/202270ND
cis-1,3-Dichloropropene 1.0 ug/L EPA 524.2 11/08/202211/08/2022 ND
Dibromochloromethane 0.5 ug/L EPA 524.2 11/08/202211/08/2022 ND
Dibromomethane 1.0 ug/L EPA 524.2 11/08/202211/08/20225ND
Dichlorodifluoromethane 1.0 ug/L EPA 524.2 11/08/202211/08/2022 ND
Ethyl Benzene 0.5 ug/L EPA 524.2 11/08/202211/08/2022700ND
Page 5 of 8
9632 South 500 West
Sandy, UT 84070801-262-7299 Office
www.ChemtechFord.com
Page 5 of 8
Certificate of Analysis
22J2143-01Lab Sample No.:
Name:
Sample Site:
Sample Matrix:
Sample Date:
Receipt Date:
Sampler:
Legend Well
Drinking Water
Van F. King, PG
10/27/2022 8:25 AM
10/27/2022 11:28 AM
Snowbasin
Comments:
PO Number:
Project:
Source Code:Sample Point:Report to State:
System No.:
King Water Resources
Minimum
Reporting
LimitParameter
Sample
Result Units
Analytical
Method
Analysis
Date/Time Flag
Preparation
Date/Time
EPA Max
Contaminant
Level (MCL)
Volatile Organic Compounds (cont.)
Hexachlorobutadiene 1.0 ug/L EPA 524.2 11/08/202211/08/2022 ND
Isopropylbenzene 1.0 ug/L EPA 524.2 11/08/202211/08/2022 ND
Methyl tert-Butyl Ether (MTBE)1.0 ug/L EPA 524.2 11/08/202211/08/2022 ND
Methylene Chloride 1.0 ug/L EPA 524.2 11/08/202211/08/20225ND
Naphthalene 1.0 ug/L EPA 524.2 11/08/202211/08/2022 ND
n-Butyl Benzene 1.0 ug/L EPA 524.2 11/08/202211/08/2022 ND
n-Propyl Benzene 1.0 ug/L EPA 524.2 11/08/202211/08/2022 ND
p-Isopropyltoluene 1.0 ug/L EPA 524.2 11/08/202211/08/2022 ND
sec-Butyl Benzene 1.0 ug/L EPA 524.2 11/08/202211/08/2022 ND
Styrene 0.5 ug/L EPA 524.2 11/08/202211/08/2022100ND
tert-Butylbenzene 1.0 ug/L EPA 524.2 11/08/202211/08/2022 ND
Tetrachloroethene 0.5 ug/L EPA 524.2 11/08/202211/08/20225ND
Toluene 0.5 ug/L EPA 524.2 11/08/202211/08/20221000ND
trans-1,2-Dichloroethene 0.5 ug/L EPA 524.2 11/08/202211/08/2022100ND
trans-1,3-Dichloropropene 1.0 ug/L EPA 524.2 11/08/202211/08/2022 ND
Trichloroethene 0.5 ug/L EPA 524.2 11/08/202211/08/20225ND
Trichlorofluoromethane 1.0 ug/L EPA 524.2 11/08/202211/08/2022 ND
Vinyl Chloride 0.5 ug/L EPA 524.2 11/08/202211/08/20222ND
Xylenes, total 0.5 ug/L EPA 524.2 11/08/202211/08/202210000ND
Page 6 of 8
9632 South 500 West
Sandy, UT 84070801-262-7299 Office
www.ChemtechFord.com
Page 6 of 8
Certificate of Analysis
Report Footnotes
Abbreviations
ND = Not detected at the corresponding Minimum Reporting Limit.
1 mg/L = one milligram per liter or 1 mg/Kg = one milligram per kilogram = 1 part per million.
1 ug/L = one microgram per liter or 1 ug/Kg = one microgram per kilogram = 1 part per billion.
1 ng/L = one nanogram per liter or 1 ng/Kg = one nanogram per kilogram = 1 part per trillion.
Values reported in RED exceed Primary Drinking Water standards.
Values reported in BLUE exceed Secondary Drinking Water standards .
BLANK values in the MCL column indicate no standard.
Data Comparisons
Flag Descriptions
SPH = Sample submitted past method specified holding time.
Page 7 of 8
9632 South 500 West
Sandy, UT 84070801-262-7299 Office
www.ChemtechFord.com
Page 7 of 8
Page 8 of 8
The analyses presented on this report were performed in accordance with the
National Environmental Laboratory Accreditation Program (NELAP) unless
noted in the comments, flags, or case narrative. If the report is to be used for
regulatory compliance, it should be presented in its entirety, and not be
altered.
Client Service Contact: 801.262.7299
King Water Resources
Attn: Van King
2498 East Nantucket Drive
Salt Lake City, UT 84121
Work Order: 22J2143
Project: Snowbasin
11/9/2022
Approved By:
Reed Hendricks, Director of Operations
9632 South 500 West Sandy, Utah 84070
Serving the Intermountain West since 1953
801.262.7299 Main 866.792.0093 Fax www.ChemtechFord.com
Page 1 of 8
Certificate of Analysis
22J2156-01Lab Sample No.:
Name:
Sample Site:
Sample Matrix:
Sample Date:
Receipt Date:
Sampler:
Legend Well
Drinking Water
Van F. King, PG
10/27/2022 8:25 AM
10/27/2022 11:28 AM
Snowbasin
Comments:
PO Number:
Project:
Source Code:Sample Point:Report to State:
System No.:
King Water Resources
Minimum
Reporting
LimitParameter
Sample
Result Units
Analytical
Method
Analysis
Date/Time Flag
Preparation
Date/Time
EPA Max
Contaminant
Level (MCL)
Radiochemistry
Gross Alpha 1.2 SL-62pCi/L EPA 900.0 12/14/202212/14/2022153.3 ± 1.24
Gross Beta 2.4 SL-62pCi/L EPA 900.0 12/14/202212/14/2022 3.0 ± 1.86
Radium-228 0.37 SL-62pCi/L EPA 904.0 12/08/202212/08/202250.64 ± 0.208
Page 2 of 4
9632 South 500 West
Sandy, UT 84070801-262-7299 Office
www.ChemtechFord.com
Page 2 of 4
Certificate of Analysis
Report Footnotes
Abbreviations
ND = Not detected at the corresponding Minimum Reporting Limit.
1 mg/L = one milligram per liter or 1 mg/Kg = one milligram per kilogram = 1 part per million.
1 ug/L = one microgram per liter or 1 ug/Kg = one microgram per kilogram = 1 part per billion.
1 ng/L = one nanogram per liter or 1 ng/Kg = one nanogram per kilogram = 1 part per trillion.
Values reported in RED exceed Primary Drinking Water standards.
Values reported in BLUE exceed Secondary Drinking Water standards .
BLANK values in the MCL column indicate no standard.
Data Comparisons
Flag Descriptions
SL-62 = Analysis performed by Pace Analytical National , Mount Juliet, TN 37122
Page 3 of 4
9632 South 500 West
Sandy, UT 84070801-262-7299 Office
www.ChemtechFord.com
Page 3 of 4

Snowbasin Resort
Trappers Loop Water Improvement District

Legend Well House
Waterline Utility Specifications

April 2024

TABLE OF CONTENTS

The following is a list of 2017 APWA Standard Specifications that are expected to be referenced;
however, additional specification may be referenced as needed:

DIVISION 22 PLUMBING
Mechanical General Requirements
22 05 00 Mechanical General Requirements

Plumbing Piping and Pumps
22 11 13 Facility Water Distribution Piping
22 13 33 Submersible Pump

DIVISION 33 UTILITIES
Utilities General
33 05 02 Concrete Pipe and Culvert
33 05 05 Ductile Iron Pipe
33 05 09 Steel Pipe – Lined and Coated
33 05 20 Backfilling Trenches
33 08 00 Commissioning of Water Utilities

Water Utilities
33 11 00 Water Distribution and Transmission
33 12 16 Water Valves
33 13 00 Disinfection

Snowbasin Resort Legend Well House Specifications

SECTION 22 05 00
MECHANICAL GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 SECTION INCLUDES
A. General requirements for mechanical systems.
B. General requirements for submittals, labeling, and servicing mechanical systems.
C. Locating equipment and test run mechanical systems.

1.2 SUBMITTALS
A. General: Submittals must indicate proper arrangements to suit installation and
maintenance requirements such as but not limited to motor location, access door
openings, filter removal, piping connections. Clearly mark equipment submittal sheets
indicating equipment symbol and exact selection of proposed equipment.
B. Shop Drawings: Submit complete, bound, indexed, loose leaf binder large enough for all items, including:
1. Equipment schedule items.
2. Vibration elimination devices.
3. Valves.
4. Insulation.
5. Registers and grilles.
6. Automatic temperature controls.
7. Certificates of guarantee.
C. Pipe Tests: If requested, submit a report of tests performed by pipe manufacturer and the date each test was completed.

1.3 LABELING
A. Identify all critical items of equipment with permanently etched, laminated plastic
labels indicating function or relationship of each piece of equipment to system
involved. Secure all labels in place in a clearly visible location with appropriate self-
tapping screws.
B. Mark pipe continuously to identify such information as nominal size, pressure rating, industry standards designation number, etc.

1.4 SERVICE
A. Provide emergency service for mechanical systems.
B. In the event of a system Failure, OWNER shall be able to telephone a single request
for complete service call by using a number furnished under the contract. The service
organization shall dispatch in the time specified by the ENGINEER a person to the site
who shall be able to analyze the systems and locate the malfunction. If work should
berequired out of the normal trade definition, it shall be the responsibility of this service
organization to contact the CONTRACTOR or any other specialty involved, and take the
responsibility of completing the repairs and putting the system into operation.

C. Service shall be provided by a service business, established and experienced in this
Snowbasin Resort Legend Well House Specifications

work. Complete information in regard to this service organization, showing the
personnel, equipment, location, experience, etc., shall be submitted for review along
with other items of the system.
D. This service shall be provided starting at the date of Substantial Completion, and
for the duration of the CONTRACTOR's guarantee period.

1.5 SUBSTITUTIONS
A. Section 01 25 00.
B. Resolve any conflict arising from use of substituted equipment.
C. Pay all costs required to make equipment comply with intent of Contract Documents. All approvals shall be obtained in writing.

1.6 COORDINATION
A. Section 01 31 13.
B. Plan all work to proceed with a minimum of interference with other trades.
C. Inform affected trades of all openings for mechanical work.
D. Furnish all special frames and sleeves as indicated in other Sections.

1.7 PRODUCT HANDLING
A. Section 01 65 00.
B. Deliver all materials to the job bearing manufacturer's name and trade name and UL label in every case where a standard has been established for that particular material.
C. Store product in original containers, protect from elements, and make readily accessible for inspection until ready for installation.

1.8 PROJECT CONDITIONS
A. Notify ENGINEER if a discrepancy occurs between the equipment supplied and the intent or function of the equipment, catalog numbers, discontinued products, Drawings, Specifications, etc.
B. Failure to report any conflict does not relieve CONTRACTOR from meeting the
intent of the Contract Documents nor shall it change the contract cost.
C. Perform all required digging, cutting, incidental work, and make required repairs.
D. Do not cut into any structural element without ENGINEER’s knowledge.

PART 2 PRODUCTS

2.1 EQUIPMENT
A. Where two (2) or more units of the same class of new equipment are required, provide units of single manufacturer.
B. Use standard products of the manufacturer unless indicated otherwise.

PART 3 EXECUTION
Snowbasin Resort Legend Well House Specifications

3.1 ROUGH IN REQUIREMENTS
A. Refer to architectural, structural, mechanical, civil and electrical Drawings.
B. Verify that equipment dimensions meet space requirements with sufficient clearances as may be required by equipment used and as indicated.
C. Check building and equipment dimensions for exact placement of sleeves, conduit and equipment.
D. Determine requirements and dimensions relating to manufacturer's Shop Drawings.
E. Make changes required due to lack of coordination at no additional cost to OWNER.

3.2 ACCESSIBILITY FOR MAINTENANCE
A. Coordinate location of equipment such as valves, dampers, fixtures, motors, fans, controls, etc. to allow accessibility for maintenance.
B. Ensure access for service or maintenance for proper operation and function.
C. To facilitate function, coordinate mechanical work of all other trades to avoid concealing equipment.
D. Refer any critical location or assembly conflicts to ENGINEER.

3.3 TEST RUN
A. Perform preliminary operation of all mechanical systems in cooperation with all trades involved.
B. Arrange time of test run.
C. Make operating test by a team consisting of manufacturer's representative, CONTRACTOR's representative and ENGINEER.
D. Complete test run in one (1) working day including possible different date identification and recheck of significant items under different working conditions.

END OF SECTION

Snowbasin Resort Legend Well House Specifications

SECTION 22 11 13
FACILITY WATER DISTRIBUTION PIPING

PART 1 GENERAL

1.1 SECTION INCLUDES
A. Installation of building water piping, drain piping, and related work.
B. Installation of pipe hangers, sleeves, supports, brackets, and related items.
C. Testing of piping systems and correction of any problems found to exist.
1.2 REFERENCES
A. ASME Standards:
B31.1: Power Piping.
1.3 PIPING SYSTEM LAYOUTS
A. Piping system Drawings are diagrammatic and are intended to show approximate
location of equipment and piping. Verify dimensions, whether in figures or scaled, in
the field. CONTRACTOR is responsible for the installation of complete and
workable systems whether completely detailed on the plans or not.
B. Ascertain locations of apparatus, fixtures, equipment, and piping in the field, and
layout work accordingly. ENGINEER reserves the right to make minor changes in
location of piping and equipment up to the time of installation without additional
cost to OWNER.
1.4 REQUIREMENTS OF REGULATORY AGENCIES
A. Install work per applicable provisions of codes, rules, regulations, statutes,
and ordinances of authorities having jurisdiction.

PART 2 PRODUCTS

2.1 PIPE
A. Provide size, type, and class of pipe for various uses as follows:
1. Steel pipe lined and coated, Section 33 05 09.
2. Ductile iron pipe, Section 33 05 05.
3. Copper pipe, Section 33 05 03.
4. PVC pipe, Section 33 05 07.
5. ABS pipe, Section 33 05 01.
6. PP pipe, Section 33 05 11.
B. Do not substitute different pipe unless approved in writing before
Substitutions. To request Substitution, refer to Section 01 25 00.

2.2 PIPE HANGERS AND SUPPORTS
A. Properly support, suspend, or anchor all piping and fittings to prevent sagging,

Snowbasin Resort Legend Well House Specifications

overstressing, or longitudinal movement, and to prevent thrust or loads on or against
other equipment.
B. Support horizontal piping on adjustable split steel ring or clevis hangers. The following
schedule shows minimum spacing:
1. Steel and Copper:
a. 1-1/4" and smaller 6'-0" on center b. 1-1/2" to 3"
8'-0" on center
c. 4" and larger 12'-0" on center
2. PVC, CPVC, and ABS:
a. 1" and smaller 4'-0" on center
b. 1-1/4" to 2" 5'-0" on center
c. 2-1/2" to 4" 6'-0" on center
d. 5" and larger 8'-0" on center
C. Support insulated piping with pipe saddles and hangers that fit on outside of insulation.
Do not compress or damage pipe insulation with hangers or supports.
D. Provide all rigid hangers with a means of vertical adjustment after erection.
E. Use copper or copper plated hangers for supporting uninsulated copper pipe.
F. Use one of the following means of supporting horizontal piping from a wall.
1. Steel J-Hook for pipe located close to wall, up to three (3) inches pipe.
2. For hanger suspension with 750 lbs. maximum loading, use light welded steel
bracket with hole for one rod, 3/4 inch diameter.
3. For pipe-roll stand support use welded-steel bracket.
G. For vertical piping supports for all pipe except copper:
1. Support vertical piping with wrought steel riser clamps. Make adequate provision
for expansion, contraction, and lateral stability.
2. Use steel extension pipe clamps for vertical pipe supports. Refer to
manufacturer's rated maximum loading for each size pipe. Bolt clamp securely to
pipe rest, clamp end extension on building structure.
3. Where pipe sleeves extend above floor, place pipe clamps at ceiling below,
support clamp end extension from inserts.
H. For uninsulated vertical copper tubing lines, furnish copper tube straps.
I. Use beam clamps that are of malleable iron for 3/8 inch hanger rods; forged steel
beam clamp for hanger rod up to 1-1/2 inches.

2.3 INSERTS
A. Furnish and set inserts in concrete forms; provide reinforcing rods for pipe sizes
over three (3) inches or equivalent.
B. Furnish concrete inserts as follows: Black, malleable iron, universal type for
threaded connections with lateral adjustment.

2.4 SHIELDS
A. Provide shields to protect insulation in all areas.

Snowbasin Resort Legend Well House Specifications

B. Provide approved galvanized form shields to protect insulation at areas of contact
with hangers and supports.
C. Furnish low compressive insulation protector shields. Size per shield
manufacturer's recommendations.

2.5 SLEEVES
A. Where pipes pass through floors, footings, foundations, walls, or ceilings, furnish and
install pipe sleeves. Sleeves for concealed piping shall be of galvanized iron, and for
exposed piping on I.P.S. black steel pipe installed so as to be completely covered by
escutcheons. Extend sleeves through floors 1/2 inch above finish floor.

2.6 ESCUTCHEONS
A. Fit pipe passing through walls, floors, or ceilings with escutcheons with set screws.
B. Use prime painted escutcheons where surface is to receive a paint finish; otherwise,
use escutcheons that are nickel or chromium plated.
C. Where piping is insulated, use escutcheon outside the insulation.

2.7 JOINTS
A. For screwed pipe make ends with sharp, clean tapered threads using pipe compound
on male thread only. Do not use mill cut threads. Ream cut pipe to full inside diameter.
B. Welding may be done by either arc or acetylene process, ASME B31.1.
C. For solder joints use fittings specifically made for soldering. Clean all burrs and
roughen pipe to clean. Solder complete around joint.
D. For grooved pipe jointing systems use mechanical pipe couplings and fittings.
E. For no-hub cast iron pipe use double screw joint neoprene coupler.

2.8 UNIONS
A. Furnish and install unions necessary for installation and necessary to permit
removal of equipment.
B. For unions in steel pipe 1-1/2 inches and smaller use malleable iron ground joint
unions with brass to iron seat, galvanized or black as required.
C. For larger unions in steel pipe use standard weight, cast iron flange unions with
1/16 inch thick gaskets, galvanized or black as required.

PART 3 EXECUTION

3.1 PREPARATION
A. Before installation of piping, verify that it will not interfere with clearances required
for the erection and finish of structural members, architectural members, electrical,
sprinkler, or mechanical items.
B. Hang or support piping materials from roof support system whenever possible.
C. Do not cut any structural members for installation of piping.

Snowbasin Resort Legend Well House Specifications

3.2 INSERTS
A. Use inserts for suspending hangers from reinforced concrete slabs and sides of
reinforced concrete beams wherever practicable.
B. Set inserts in position in advance of concrete work. Provide reinforcement rod in
concrete for inserts carrying pipe over four (4) inches in diameter.
C. Where concrete slabs form finished ceiling, finish inserts flush with slab surface.
D. Where inserts are omitted, drill through concrete slab from below and provide rod
with recessed square steel plate and nut above slab.

3.3 SLEEVES
A. Set sleeves in position in advance of concrete work. Provide suitable reinforcing
around sleeves.
B. Extend sleeves through potentially wet floors 1 inch above finished floor level. Caulk
sleeves full depth and provide floor plate.
C. Where piping passes through floor, ceiling, or wall, close-off space between pipe and
construction with noncombustible insulation. Provide tight-fitting metal caps on both
sides and caulk.

3.4 PIPE HANGERS AND SUPPORTS
A. Support all piping and make adequate provisions for expansion, contraction,
slope, and anchorage.
B. The use of pipe hooks, chains, or perforated metal for pipe support will not be
permitted.
C. Suspend all piping in the building as indicated.
D. Install hangers to provide minimum 1/2 inch clear space between finished
covering and adjacent work.
E. Place a hanger within 1 foot of each horizontal elbow.
F. Use hangers that are vertically adjustable 1-1/2 inches minimum after piping is
erected.
G. Support horizontal soil pipe near each hub, with five (5) feet maximum spacing
between hangers.

H. Support vertical piping at every other floor. Support vertical soil pipe at each floor and
at hub.
I. Where several pipes can be installed in parallel and at same elevation, provide
multiple or trapeze hangers.
J. Where practical, support riser piping independently of connected horizontal
piping.

3.5 PIPING INSTALLATION
A. Cut piping accurately for fabrication to measurements established at the construction
site and work into place without springing or forcing.
B. Remove burrs and cutting slag from pipe by reaming or other approved cleaning

Snowbasin Resort Legend Well House Specifications

methods.
C. Make changes in direction with proper fittings.
D. Arrange piping so as not to interfere with the removal of other equipment, ducts, or
devices. Do not block doors, windows, or access openings. Provide unions in the
piping at connections to all equipment. Unions must be accessible.
E. Make connections of dissimilar metals (such as copper and steel) with insulating
couplings suitable for at least 175 psig working pressure at 250 deg F
F. Cap or plug open ends of pipes and equipment with PVC caps or expanding
neoprene plugs to keep dirt and other foreign materials out of the system. Plugs of
rags, wool, cotton, waste, or similar materials are not acceptable.
G. Install all piping systems so they can easily be drained. Provide hose bibs at low
point of water lines.
H. Slope all soil and waste lines within the building at 1/4 inch per foot fall in the direction
of flow unless indicated otherwise.

3.6 PRIMING AND COATING
A. Prime coat exposed steel hangers and supports and hangers and supports located in
crawl spaces, pipe shafts, and suspended ceiling spaces.
B. Color Code, Section 09 91 00.

3.7 DISINFECTION AND TESTING
A. Disinfect culinary water piping, Section 33 13 00.
B. Performance testing culinary water piping, Section 33 08 00.
C. Repair defects that develop under tests promptly and repeat tests. No caulking of
screwed joints, cracks, or holes will be permitted. Replace pipe or fitting or both with
new material when repairing leaks in screwed joints.
D. Repair leaks in copper tubing by melting out joint, thoroughly cleaning both tubing
and fitting, and resoldering.

END OF SECTION

Snowbasin Resort Legend Well House Specifications

SECTION 22 13 33
SUBMERSIBLE PUMP

PART 1 GENERAL

1.1 SECTION INCLUDES
A. Submersible pump with controls and components.
B. Coordinate installation with work of separate trades.
1.2 DESIGN REQUIREMENTS
A. Statically and dynamically balance rotating parts.
B. Pumps to operate under continuous submergence at a minimum depth of 35 feet
without loss of watertight integrity.
C. Capable of handling storm water, sanitary sewerage, and wastewater.
D. Pump to operate at 1750 rpm unless indicated otherwise.
E. Design to permit complete servicing without breaking piping or motor connections.
F. Motor temperature rise to conform to latest NEMA standards for submersible
pumps.
1.3 SUBMITTALS
A. Substitutions: Section 01 25 00.
B. Shop Drawings: Section 01 33 00 for pumps, electrical connections and controls.
C. Pump Curves: Certified pump performance characteristics with pump and system
operating point plotted. Include net positive suction head (NPSH) curve.
D. Motor and Cable Insulation Test: For moisture content or insulation defects.
E. Pump manufacturer's certificate that installation is correct and the pump(s)
function properly relative to flow, speed, vibration and amperage draw.
1.4 HANDLING AND STORAGE
A. Protect against damage and dirt during shipping and storage.

PART 2 PRODUCTS

2.1 MAJOR PUMP COMPONENTS
A. Gray case iron, Class 30 casing, with smooth surfaces devoid of blow holes and
other irregularities.
B. Stainless steel exposed bolts and nuts, Section 05 05 23.

Snowbasin Resort Legend Well House Specifications

C. Waterproof exterior. Manufacturer select exterior spray with PVC epoxy primer
chloric rubber paint finish.
2.2 DISCHARGE CONNECTION ELBOW
A. Installed in the wet well.
B. Make connection of pump to discharge connection elbow automatic when pump is
lowered into place in a simple downward motion.
C. Provide sliding guide bracket and guide bar(s) as part of the discharge connection
elbow.
D. Guarantee sealing of the discharge interface.
2.3 MATING SURFACES
A. Seal all mating surfaces. Do not use secondary sealing compounds, gaskets,
grease, or other devices.
2.4 CABLE ENTRY
A. Watertight and submersible seal for cable entry into pump.
B. Isolate cable entry junction chamber and motor from each other so foreign material
entering through the pump top (if any) shall not have access to the motor.
C. Do not use epoxies, silicones, or other secondary sealing systems.
2.5 PUMP MOTOR
A. Squirrel-cage, induction, shell type design, housed in an air-filled, watertight chamber,
NEMA design B type with stator winding and stator leads insulated against moisture
and temperatures less than 311 deg F
B. Design for continuous duty, capable of sustaining a minimum of 10 starts per
hour.
C. Capable of continuous operation at totally, partially or non-submerged conditions.
2.6 JUNCTION CHAMBER
A. Junction chamber to contain the terminal board.
B. Connection Between Cable and Stator Leads: Perfectly leak-proof.
2.7 COOLING SYSTEM
A. Provide an adequately designed cooling system for the pump(s).
B. Provide provision for external cooling and flushing.
2.8 THERMAL SENSORS
A. Use thermal sensors to monitor stator temperatures that are wired to the control
panel.
2.9 PUMP SHAFT SEAL
A. Carbon steel shaft completely isolated from the pumped liquid by a mechanical
rotating shaft seal system. Seals require neither maintenance nor adjustment, which

Snowbasin Resort Legend Well House Specifications

can be easily inspected and replaced.
B. Do not use a pressure differential consisting of a single or double spring action
between upper and lower sealing units to offset external pressure and to effect shaft
sealing.
C. Use oil as seal lubricant. Provide drain and inspection plug, with a positive anti-
leak seal that is easily accessible from the outside.
2.10 SHAFT BEARINGS
A. Permanently lubricated bearings capable of five (5) years continuous operation.
B. Use bearings capable of operating for short periods of time with the discharge
valve closed.
2.11 IMPELLER
A. Dynamically balanced, double shrouded, nonclogging design having a long thrulet
without acute turns capable of handling solids, fibrous materials, heavy sludge and
other similar materials.
B. Fit the impeller and the shaft by sliding and using a key to lock.
2.12 VOLUTE
A. Designed with smooth fluid passages large enough at all points to pass any size
solid which can pass through the impeller.
B. Install a wear ring system to provide efficient sealing between the volute and impeller.
2.13 PUMP MOTOR CABLE
A. Use pump motor cable suitable for submersible pump application. Conform
cable sizing to NEC specifications for pump motors.
B. Seal pump cable end with a high quality protective covering to make it impervious to
moisture or water seepage before electrical installation.
C. Provide 1 foot extra length of cable for each 50 feet of depth.
D. Provide 10 feet of extra cable beyond surface plate.
E. Provide corrosion resistant shield where cable passes pump volute.
2.14 ACCESS FRAME, GUIDES AND DOOR
A. Provide access frame to the discharge connection elbows complete with hinges and
flush locking mechanism, upper guide holder and level sensor(s) cable holder.
Provide frame with sliding nut rails to attach the accessories required. Lower guide
bar holder(s) shall be integral with the discharge connection elbow.
B. Provide guide bars of the size necessary to lift and lower the pump(s) without
bending, binding, or vibration. Do not support any portion of the weight of the pump
of the guide bars.
C. Provide surface plate with adequate rigidity to support the system, but with
sufficient openings to allow free access to cable, vent and water.
D. Access doors of skid proof design.

Snowbasin Resort Legend Well House Specifications

E. All components galvanized or zinc coated, Section 05 05 10.
2.15 CONDUIT SYSTEMS
A. Section 26 05 33.
B. Do not use flexible conduit.
2.16 CONTROL PANEL
A. Solid state logic circuitry operational in temperature range of -40 deg F and +120
deg F and waterproof, designed for outdoor use, lockable and containing line
voltage pump power circuit and lower voltage pilot control circuit or approved
equivalent. The pilot control circuit takes power from the same terminal board.
Perform the following functions:
1. Start and stop pumps at required water levels.
2. Alternate the sequence of starting via manual or automatic selection.
3. Start progressively more pumps if water level in sump continues to rise.
4. Instant disconnect from power source in the event of major electrical fault.
B. Equip the panel with all protective devices for motors as disconnects, relays,
hand-auto-off switches designed for three phase 480/277 volt power system to
control the pumps via the operation of the liquid sensors.
C. On/off pump running lights in the control panel for each pump.
D. Adjustable thermostat heater.
2.17 STRAINER
A. Strainer with net inlet area three (3) times (if not indicated) the net inlet area of
impeller.
2.18 TIMERS
A. Provide timers such that the operating time of each pump can be continuously
monitored. Fit each timer with a reset capability to restart timing cycle.

PART 3 EXECUTION

3.1 INSTALLATION
A. Check impeller, motor rating, and electrical connections for compliance with
manufacturer's recommendations.
B. Secure pumps as indicated and per the manufacturer's recommendations.
3.2 PUMP TESTING AND START-UP - FIELD
A. Qualified millwright to check, align, and certify pumps before start-up.
B. Before submergence, run the pump dry to establish correct rotation and mechanical
integrity.

Snowbasin Resort Legend Well House Specifications

C. Run the pump for a minimum of 30 minutes submerged, under six (6) feet of water
minimum. Retest motor and cable insulation.
D. Ensure pumps operate at specified system fluid temperatures without vapor binding
and cavitation, are non overloading in parallel or individual operation, operate within
25 percent of midpoint of published maximum efficiency curve.
E. System Testing: Run a complete operating test of the pumps and associated
equipment after installed in the field:
1. Dry Test: Turn on the power to all equipment. With the pump station dry, activate
the number 1 pump liquid level sensor. Then activate the number two (2) pump
and the number three (3) pump liquid level sensors, etc. Check the "pumps
running" lights on the control panel to see that they are operating properly.
Deactivate all sensors. Pump systems should turn off and the number 1 pump
should switch to become the lag pump with the number two (2) pump becoming
the lead pump, etc. Repeat the above process to verify that the pumps have
transferred the lead.
2. Wet Test: Provide a source of water adequate for this test. Conduct this test
identically to the Dry Test. All equipment must pass these tests. Repair or replace
any equipment failing to operate properly at no additional cost to OWNER.
F. Start-up: Instruct OWNER's personnel, Section 01 78 23.

END OF SECTION

Snowbasin Resort Legend Well House Specifications

SECTION 33 05 02
CONCRETE PIPE AND CULVERT

PART 1 GENERAL

1.1 SECTION INCLUDES
A. Reinforced and non-reinforced concrete pipe and culvert, fittings and joint materials.
1.2 REFERENCES
A. AASHTO Standards:
HB-17 Highway Bridges.
LRFD Bridge Design Specifications, Customary U.S. Units. M198 Joints
for Concrete Pipe, Manholes, and Precast Box
Sections using Preformed Flexible Joint Sealants.
B. ASTM Standards:
C14 Concrete Sewer, Storm Drain, Culvert Pipe.
C76 Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe.
C118 Concrete Pipe for Irrigation or Drainage. C150 Portland
Cement.
C361 Reinforced Concrete Low-Head Pressure Pipe. C412
Concrete Drain Tile.
C443 Joints for Circular Concrete Sewer and Culvert Pipe, Using Rubber Gaskets.
C444 Perforated Concrete Pipe.
C497 Testing Concrete Pipe, Sections, or Tile.
C505 Non-Reinforced Concrete Irrigation Pipe with Rubber Gasket Joints.
C507 Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe.
C654 Porous Concrete Pipe.
C655 Reinforced Concrete D-Load Culvert, Storm Drain and Sewer Pipe.
C985 Non-reinforced Concrete Specified Strength Culvert, Storm Drain, and Sewer Pipe.
C1433 Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers. (Designed according to AASHTO BH-17).
C1479 Installation of Precast Concrete Sewer, Storm Drain, andCulvert Pipe
Using Standard Installations.
C1504 Precast Reinforced Concrete 3 Sided Structures for Culverts and Storm Drains.
C1577 Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewer (Designed according to AASHTO LRFD).

Snowbasin Resort Legend Well House Specifications

C. AWWA Standards:
C302 Reinforced Concrete Pressure Pipe, Non-cylinder Type, for Water and Other Liquids.
1.3 SUBMITTALS
A. Precast box culvert design summary.
B. Manufacturer’s proof of certification.
1.4 QUALITY ASSURANCE
A. Manufacturer and Transporter: Certified per Section 03 34 00.
B. Pipe:
1. Remove and replace pipe that show exposed reinforcing steel, honeycomb or open texture.
2. Repair or replace reinforced concrete pipe if cracks are greater than
0.10 inch.

PART 2 PRODUCTS

2.1 PIPE AND FITTINGS
A. Provide type, class, strength and size of pipe and fittings required.
B. Concrete:
1. Use ASTM C150 or C1157 cement unless required otherwise.
2. Admixtures and pozzolans may be used only with approval.
C. Gravity Pipe System:
1. Reinforced Concrete Pipe: ASTM C76 or ASTM C655.
2. Non-reinforced Pipe: ASTM C14 in sizes up to 36" diameter and ASTM C985 for pipe up to 60" diameter.
3. Irrigation or Drainage Pipe: ASTM C118 or ASTM C505.
4. Drainage Tile: ASTM C412.
5. Perforated Pipe: ASTM C14 Type 1 Class 2 or ASTM C444.
6. Elliptical Pipe: ASTM C507.
7. Porous Concrete Pipe: ASTM C654.
8. Perforated Concrete Pipe: ASTM C444.
9. Precast Box Section Bridge: ASTM C1433 or ASTM C1577 as applicable.
10. Three Sided Culvert: ASTM C1504.
D. Low Head Pressure Pipe Systems: ASTM C361 or AWWA C302.

2.2 JOINTS
A. Use ASTM C443 rubber gasket bell and spigot type joints.
B. For box sections use tongue and groove joints with bituminous mastic joint sealant.
C. For elliptical sections use tongue and groove joints with bituminous mastic joint sealant, AASHTO M198.
D. Mortar: Portland cement, Section 04 05 16.

Snowbasin Resort Legend Well House Specifications

2.3 SOURCE QUALITY CONTROL
A. Pipe and tile, ASTM C497.
B. Box sections, ASTM C1433.
C. Three sided culverts, ASTM C1504.

PART 3 EXECUTION

3.1 FACTORY FITTINGS
A. Fit all service tees and other miscellaneous fittings with an expanding plug.
B. Grout all fittings to provide a smooth interior and exterior surface.
C. When providing pipe or box sections specifically manufactured with branch
connections, carefully shape and fit adjoining pieces to facilitate grouting. Grout all
fittings to provide a smooth interior and exterior surface. Lateral pipe or sections
shall not project beyond the inner surface of pipe.
D. Use epoxy adhesive grout, Section 03 61 00 as interface between new and existing concrete and piping materials.
3.2 INSTALLATION - PIPE AND FITTINGS
A. Assembly: Abide by manufacturer's instructions, ASTM C1479, and the following. Use the more stringent provisions if there are any conflicts.
1. Pressurized Systems:
a. Water distribution and transmission, Section 33 11 00.
b. Underground irrigation, Section 32 84 23.
2. Gravity Systems:
a. Sanitary sewers, Section 33 31 00.
b. Under drains and storm drains, Section 33 41 00.
B. Burial: Comply with Section 33 05 20 and the following.
1. Place circular concrete pipe that contains elliptical reinforcing so that the
reference lines designating the top of the pipes will not be more than five (5)
degrees from the vertical plane through the longitudinal axis of the pipe.
3.3 INSTALLATION - BOX SECTIONS
A. Assembly: Abide by manufacturer's instructions, and Section 33 41 00 for under
drains and storm drain systems. Use the more stringent provisions if there are any
conflicts.
1. Install per manufacturer’s instructions.
2. Provide a leveling course under box section. Use Sewer Rock unless specified otherwise.
3. Pull sections together using internal winches or tugger. Do not push box section together. Pushing causes joint misalignment.
4. Limit joint gap to maximum specified by manufacturer. Remove excess
bituminous mastic joint sealant from interior box wall, floor, and ceiling.
B. Burial: Comply with Section 33 05 20.

END OF SECTION

Snowbasin Resort Legend Well House Specifications

SECTION 33 05 05
DUCTILE IRON PIPE

PART 1 GENERAL

1.1 SECTION INCLUDES
A. Ductile iron pipe, couplings, fittings, and joint materials.
1.2 REFERENCES
A. AWWA Standards:
C104 Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for Water.
C110 Ductile-Iron and Gray Iron Fittings, 3 In. Through 48 In., for Water and Other Liquids.
C111 Rubber-Gasket Joints for Ductile-Iron and Gray-Iron Pressure Pipe and Fittings.
C115 Flanged Ductile-Iron and Gray Iron Pipe with Threaded Flanges.
C151 Ductile-Iron Pipe, Centrifugally Cast in Metal Molds or Sand-Lined Molds, for Water or Other Liquids.
C600 Installation of Ductile-Iron Water Mains and Their Appurtenances.
1.3 QUALITY ASSURANCE
A. Repair damaged delaminated, or scaled coating on pipe.

PART 2 PRODUCTS

2.1 PIPE AND FITTINGS
A. Buried Applications:
1. Class 52 or pressure class 350 psi ductile iron pipe, AWWA C151 with push-on joints, AWWA C111.
2. Cement lining for all pipe and fittings, AWWA C104.
3. Class 250 fittings with AWWA C110 joints.
4. Coupler with mechanical joint fittings, AWWA C104, C110, and C111.
5. Rubber gasket slip-on pipe joints, AWWA C111 with gasket lubricant.
6. Bronze wedges with current capacity of 400 amps each for each joint as follows:
Pipe No. of
Diameter Wedges
less than 10” 2
10” 3
12” 4
greater than 12” 6

B. Above Ground Applications: As buried applications, except use bolted flanged fittings, AWWA C104, C110, and C115.
2.2 COVERINGS
A. Buried Mechanical Joints: Grease and eight (8) mil vinyl wrap plastic cover.
Snowbasin Resort Legend Well House Specifications

PART 3 EXECUTION

3.1 INSTALLATION
A. Assembly: Abide by manufacturer’s instructions, AWWA C600, and the following. Use the more stringent provisions if there are any conflicts.
1. Pressurized Systems:
a. Water distribution and transmission, Section 33 11 00.
b. Underground irrigation, Section 32 84 23.
2. Gravity Systems:
a. Sanitary sewers, Section 33 31 00.
b. Under drains and storm drains, Section 33 41 00.
B. Burial: Comply with Section 33 05 20.
1. Protect ferrous materials with polyethylene sheet that is at least six
(6) mil thick. Tape wrap the sheet around the pipe.

END OF SECTION

Snowbasin Resort Legend Well House Specifications

SECTION 33 05 09
STEEL PIPE - LINED AND COATED

PART 1 GENERAL

1.1. SECTION INCLUDES
A. Cement mortar lined and coated steel pipe, couplings, fittings, and joint materials in
sizes four (4) inches through 120 inches.
1.2 REFERENCES
A. ASTM Standards:
A82 Steel Wire, Plain, for Concrete Reinforcement. A283 Low and
Intermediate Tensile Strength Carbon Steel
Plates.
A370 Mechanical Testing of Steel Products.
A569 Steel, Carbon (0.15 Maximum, Percent), Hot-Rolled Sheet and Strip,
Commercial Quality.
A570 Steel, Sheet and Strip, Carbon, Hot-Rolled, Structural Quality.
C33 Concrete Aggregates. C150 Portland
Cement.
B. AWWA Standards:
C200 Steel Water Pipe 6 In. and Larger.
C205 Cement-Mortar Protective Lining and Coating for Steel Water Pipe - 4
In. and Larger - Shop Applied.
C208 Fabricated Steel Water Pipe Fittings.
C303 Reinforced Concrete Pressure Pipe, Steel Cylinder Type, Pre-
Tensioned, for Water and Other Liquids.
1.3 SUBMITTALS
A. Design Summary: Before any fabrication, submit a design summary for each size and
class of pipe and line layout drawings or line schedules that show the location of each
section of pipe and each special fitting to be furnished.
B. Shop Drawings of special fitting and outlets.
1.4 QUALITY ASSURANCE
A. Perform quality assurance tests required by AWWA C303.
1.5 DELIVERY, STORAGE AND HANDLING
A. Attach end covers to pipe stored either in the yard or in the field to prevent drying
out of concrete.
B. Stalls: Remain in place during storage.
C. Gaskets: Store in a cool, well ventilated place and protect from direct sunlight.

PART 2 PRODUCTS

2.1 STEEL CYLINDERS
A. Fabricated from either:
Snowbasin Resort Legend Well House Specifications

1. Hot-rolled Carbon Steel Sheets: Conform to ASTM A570, Grades B, C, D, or E,
or ASTM A569 except that the maximum carbon content may be 0.25 percent
and a minimum yield strength of 33,000 psi.
2. Plates: Conform to ASTM A283, Grade C or D.
B. Seams: Fabricate sheets or plates into cylinders with longitudinal seams. Produce
welds with a tensile strength at least equal to the specified minimum tensile strength
of the sheet or plate. Cut test specimens from the cylinder and test per ASTM A370
when specified.
C. Specified Diameter: The inside diameter of the concrete section.
D. Circumference of Steel Cylinders: Not to deviate from the design value by more than
+3/16 inch for pipe sizes 16 inches and smaller or more than +1/4 inch for larger
sizes.
E. Test Steel Cylinders: Test hydrostatically to a minimum hydrostatic pressure which
develops a fiber stress equal to 75 percent of the specified minimum yield strength of
the steel. Reweld cylinders that show any leakage under test at the points of leakage
and subject them to another hydrostatic test. Continue procedure until completely
watertight under the required test pressure.

2.2 JOINTS
A. General: As indicated using one of the following procedures.
B. Bell and Spigot for Rubber Gasket: Fabricate the bell and spigot ends by either
forming integrally with the steel cylinder or welding steel joint rings to the cylinder.
Make the bell and spigot ends circular in shape and fabricated so that when the pipe
is laid the joint will be self centering with a gasket of sufficient size and cross-section
to seal the joint. The difference in circumferential measurement between the outside
circumference of the spigot and the inside circumference of the bell must not exceed
0.200 inch.
C. Belled Ends for Welding: Form a bell on the cylinder to accommodate the spigot.
Make the spigot stub approximately 1-1/2 inches. Remove weld beads on the
outside of the spigot and the inside of the bell to permit easy entry.
D. Plain Ends for Welding: Make both ends of pipe section plain and remove edge
burrs.
E. Ends for Mechanical Couplings: Make ends of pipe section plain, grooved, or banded.
Grind any weld beads on exterior of pipe flush with the pipe for a sufficient distance
from the ends of the pipe to accommodate the coupling. Prepare grooved or banded
ends to fit the type of mechanical coupling to be used.
2.3 CEMENT MORTAR
A. Cement: Type I or II, ASTM C150.
B. Sand: "Fine aggregate", ASTM C33, except the gradation may be modified to
provide a lining of optimum density.
C. Cement-Mortar Mix: One part cement to not more that three (3) parts of sand by
weight. Control water content to obtain dense, workable, durable mortar. Rebound
may be reclaimed and used as aggregate.
2.4 RUBBER GASKETS
A. Shape: Circular cross-section.
B. Gasket Compounds: Conform to the requirements of AWWA C200 consisting of first-
Snowbasin Resort Legend Well House Specifications

grade natural rubber, synthetic rubber, or a suitable combination thereof. Form and
cure to be dense and homogenous with a smooth surface free from blisters, pits, and
other imperfections.
2.5 INTERIOR LINING
A. Use gage rings at the ends of the pipe to control the spinning thickness. Spin the
lining in the cylinder to obtain nominal thickness as follows:
1. 5/16 inch for pipe sizes four (4) inches through 12 inches.
2. 3/8 inch for pipe sizes 14 inches through 18 inches.
3. 1/2 inch for 20 inches and larger.
4. Other lining thickness, as specified in AWWA C205 or indicated.
B. After mortar has been placed in the cylinder, revolve at a speed that causes the
cement-mortar to level out to a uniform thickness throughout the cylinder. Continue
the spinning until the lining is thoroughly compacted and surplus water removed, and
the finished lining is smooth and uniform throughout.
C. Lining Thickness Tolerance: Not more than 1 percent less or 25 percent more than
the specified nominal thickness.
2.6 EXTERIOR COATING
A. Apply cement mortar exterior coating by mechanical means producing a dense,
uniform finished coating adhering tightly to the pipe. Additional coating thickness
may be specified to resist excessive external loads. Provide a minimum nominal
coating applied over the cylinder as follows.
1. 1/2 inch for pipe sizes four (4) inches through 12 inches.
2. 5/8 inch for pipe sizes 14 inches pipe through 18 inches.
3. 3/4 inch for pipe sizes 20 inches and over.
B. Cement Slurry Coating: One bag of cement to not more than 10 gallons of water
applied concurrent with the coating application to coat the steel assembly surface and
the mortar-coating leading edge.
C. Steel Reinforcement: 14 gage cold-drawn steel wire conforming to ASTM A82,
helically wound and embedded in middle third of the coating.
D. Suitably support the pipe during handing and curing to prevent damage to the lining
coating.
2.7 CURING
A. Moist cure the lining for a minimum period of 24 hours after spinning. This may be
accomplished by tightly sealing the ends of the cylinder with a waterproof membrane
to retain the moisture in the mortar. Steam curing may be used in lieu of or in
combination with moist curing on a time ratio basis of one (1) hour steam curing to
four (4) hours moist curing.
B. Moist cure the completed pipe for six (6) days minimum. Steam curing may be used
in lieu of moist curing.
C. Protect the mortar lining from temperatures below 40 deg F during the application
and curing.
2.8 PIPE LENGTHS
A. 40 feet except where shorter lengths are required for fittings, curves, or closures.
2.9 BENDS AND SPECIFIC FITTINGS
A. Fabricate short radius bends or special fittings such as wyes, tees and crosses from
Snowbasin Resort Legend Well House Specifications

previously tested steel cylinders, AWWA C208. Fabricate bends or special fittings at
least equal in strength to the abutting pipe sections and line and coat with the same
material as the pipeline. Obtain approval of design before fabrication.
B. Test all seams of bends or special fittings, except those seams previously tested as
cylinders. Test seams by the air soap method or by the
dye-check method. Repair any leaks by welding and retest the seam and recoat if
required.
2.10 OUTLETS
A. Build outlets into the wall of the pipe, before testing, for blow-offs, branches, air
valves, access manholes, etc. Provide cast or fabricated steel fittings of suitable
design and securely weld to the cylinder before

being coated. Reinforce the pipe cylinder, as necessary, for the required opening.
Obtain approval of the design of such outlets before fabrication.

PART 3 EXECUTION

3.1 INSTALLATION
A. Assembly: Abide by manufacturer's instructions and Section 33 11 00
requirements for water distribution and transmission. Use the more stringent
provisions if there are any conflicts.
1. Provide a maximum joint deflection on curved alignment by means of
unsymmetrical closure of spigot into bell as per manufacturer's
recommendation but not greater than the following:
a. 3/4 inch for pipes 12 inches through 24 inches.
b. 1 inch for pipes 27 inches through 72 inches.
2. Joints to be grouted inside and outside as per manufacturer's
requirements.
B. Burial: Comply with Section 33 05 20.

END OF SECTION

Snowbasin Resort Legend Well House Specifications

SECTION 33 05 20
BACKFILLING TRENCHES

PART 1 GENERAL

1.1 SECTION INCLUDES
A. Backfill materials in trenches and backfilling requirements.

1.2 REFERENCES
A. APWA (Utah) Standards:
Plan 381Trench backfill
Plan 382 Pipe zone backfill

B. ASTM Standards:
D698 Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3
(600 kN-m/m3)).
D1557 Laboratory Compaction Characteristics of Soil using Modified Effort (56,000 ft-lbf/ft3
(2,700 kN-m/m3)).
D2922 Density of Soil and Soil-Aggregate in Place by Nuclear Methods (Shallow Depth).
D4832 Preparation and Testing of Soil-Cement Slurry Test Cylinders.

1.3 DEFINITIONS
A. Bedding: That surface of the excavation or portion of the Pipe Zone below the pipe.
B. Pipe Zone: That zone in a backfilling operation which supports, and surrounds the pipe
barrel, and extends to 1 foot above the top of the pipe barrel.

1.4 SUBMITTALS
A. Submit maximum laboratory dry density and optimum laboratory moisture content for:
1. Subgrade material, and
2. Each type of fill to be used.
B. Submit aggregate batch delivery tickets showing name of material source, serial
number of ticket, date and truck number, name of Supplier, job name and location,
volume or weight. And aggregate classification or Supplier’s identification code.

1.5 QUALITY ASSURANCE
A. Do not change material sources, or aggregate without ENGINEER's knowledge.
B. Reject backfill material that does not comply with requirements in this Section.
C. If requested, submit a quality control inspections and testing report describing source
and field quality control activities performed by CONTRACTOR and Suppliers.

1.6 STORAGE
A. Safely stockpile backfill materials.

Snowbasin Resort Legend Well House Specifications

B. Separate differing materials, prevent mixing, and maintain optimum moisture content of
backfill materials.

1.7 SITE CONDITIONS
A. Do not place, spread, or roll any backfill material over material that is damaged by
water. Remove and replace damaged material at no additional cost to OWNER.
B. Control traffic and erosion. Keep area free of trash and debris. Repair settled, eroded,
and rutted areas.
C. Reshape and compact damaged structural section to required density.
D. Restore any damaged structure to its original strength and condition.
E. Replace contaminated backfill at no additional cost to OWNER.

1.8 SEQUENCING
A. Coordinate backfilling operation with pipeline commissioning, Section 33 08 00.

1.9 ACCEPTANCE
A. General: Native material may be wasted if there is no additional cost to substitute
material acceptable to ENGINEER.
B. Material: For material acceptance refer to:
1. Common fill, Section 31 05 13.
2. Aggregate base course, Section 32 11 23.
3. Cement treated fill, Section 31 05 15.
C. Lift Thickness: One test per lot.
D. Compaction: One test per lot. Verify density using nuclear tests, ASTM D2922.
Compaction standard and Lot sizes as follows:
Table 1: Compaction Standard and Lot Size
Material Proctor Lot Size
Subgrade Standard 200 linear feet
Common Fill Standard 200 linear feet per lift
25 square feet of footing area per lift
Aggregate
base course Modified 200 linear feet per lift
25 square feet of footing area per lift
NOTES
(a) Standard proctor, ASTM D698.
(b) Modified proctor, ASTM D1557.
(c) Lift thickness above pipe zone before compaction, 8 inches.
E. Flowable Fill Strength: Lot size is one (1) day production with sub-lots of 50 cubic
yards or part thereof. Verify strength using cylinders, ASTM D4832.
F. Grade, Cross Slope: Measured at random locations.

Snowbasin Resort Legend Well House Specifications

1.10 WARRANTY
A. Correct any settlement of Trench backfill or structures built over Trench backfill at no
cost to OWNER.
B. Restore structures damaged by settlement at no additional cost to OWNER.

PART 2 PRODUCTS

2.1 BACKFILL MATERIALS
A. Common fill, Section 31 05 13. Granular material, CONTRACTOR’s choice.
B. Aggregate base course, Section 32 11 23. Untreated base course.
C. Cement treated fill, Section 31 05 15. Use a flowable fill so vibration is not required.
D. Slag or bitumen bearing material NOT ALLOWED in trench.

2.2 WATER
A. Make arrangements for sources of water during construction and make arrangements
for delivery of water to site.
B. Comply with local Laws and Regulations at no additional cost to OWNER when
securing water from water utility company.

2.3 GEOTEXTILE FABRIC
A. Section 31 05 19. Use woven or non-woven stabilization-separation fabric. Select
either moderate MARV or high MARV as needed.

2.4 IDENTIFICATION TAPE
A. Permanent, bright colored, continuous printed magnetic plastic tape, intended for
direct burial service; not less than six (6) inches wide by four (4) mils thick. Tape shall
read "CAUTION: BURIED INSTALLATION BELOW". Color as follows.

Red Electric power lines, cables, conduit and lighting cables
Yellow Gas, oil, steam, petroleum or gaseous materials
Orange Communications, alarm, signal, cables or conduits
Blue Potable water
Purple Reclaimed water, irrigation and slurry lines
Green Sewer and storm drain lines

PART 3 EXECUTION

PREPARATION
A. Implement traffic control plan requirements, Section 01 55 26.
B. Identify required line, levels, contours, and datum.

Snowbasin Resort Legend Well House Specifications

C. Stake and flag locations of underground utilities.
D. Verify:
1. Backfill material meets gradation requirements.
2. Foundation walls are braced to support surcharge forces imposed by backfilling
operations, areas to be backfilled are free of debris, snow, ice or water.
3. Trench bottom is not frozen.
E. If ground water is in the intended backfill zone, dewater.

3.2 SUBGRADE
A. Protect subgrade from desiccation, flooding, and freezing.
B. Before backfilling over Subgrade, get ENGINEER’s review of Subgrade surface
preparations.
C. If Subgrade is not readily compactable, get ENGINEER’s permission to stabilize the
subgrade:
1. Excavation for Subgrade stabilization is incidental work, Section 31 23 16.
2. Place geotextile fabric. Place acceptable fill in lifts. Compact.

3.3 PROTECTION
A. During installation or repair, plug end of pipe or fitting except when installing next
section of pipe or fitting.
B. Movement of construction machinery over Work at any stage of construction is solely at
CONTRACTOR’s risk.

3.4 GENERAL BACKFILLING REQUIREMENTS
A. Avoid injuring and displacement of conduit, pipe and structures while compacting soil or
operating equipment next to pipeline.
B. Place geotextile fabrics; Section 31 05 19.
C. Do not damage corrosion protection on pipe.
D. Repair or replace damaged pipe at no additional cost to OWNER.Withdraw sheathing,
shoring, piles, and similar supports as backfilling progresses. Backfill and compact all
holes left by removals.
E. Provide sufficient water quality facilities to protect downstream fish and wildlife, and to
meet State water quality requirements.
F. Water settling of trench backfill is not permitted. "Jetting" of trench backfill is prohibited.

3.5 PIPE ZONE
A. Follow APWA Plan 382 requirements.
B. Maintain uniform foundation along barrel of pipe with sufficient relief for joint
connections.
C. Use backfill materials meeting pipe manufacturer's recommendations. Maximum
backfill particle size is 3/4 inch for plastic pipe.
D. Do not permit free fall of backfill material that may damage pipe, pipe finish, or pipe
alignment.

Snowbasin Resort Legend Well House Specifications

E. Except where piping must remain exposed for tests, fill pipe zone as soon as possible.

3.6 TRENCH ABOVE PIPE ZONE.
A. Follow APWA Plan 381 requirements.
B. Maximum lift thickness before compaction is eight (8) inches.
C. Fill unauthorized excavations with material acceptable to ENGINEER at no additional
cost to OWNER.
D. Do not damage adjacent structures or service lines.
E. Install continuous identification tape directly over buried lines 18 inches below finished
grade.

3.7 MODIFIED BACKFILL LAYER METHOD
A. At discretion of CONTRACTOR, backfill may be placed in thicker layers than indicated
above subject to the following provisions:
1. CONTRACTOR proves the ability of proposed method to achieve specified average
compaction density.
2. ENGINEER, on the basis of test results, approves the system in writing.
B. Should CONTRACTOR find it necessary to change the method or any part of it,
including the source of material, or the rate of placing the material, obtain approval of
ENGINEER, who may require a further trial area.
C. If testing shows a previously approved system is no longer producing the required
degree of compaction, make changes to comply.
D. Where vibration effects are creating environmental problems, make changes to
eliminate problems.

3.8 TOLERANCES
A. Compaction: Ninety-five (95) percent or greater relative to a standard or modified
proctor density, Section 31 23 26.
B. Lift Thickness (before compaction):
1. Eight (8) inches when using riding compaction equipment.
2. Six (6) inches when using hand held compaction equipment.
3. As proven in the modified backfill layer method.
C. Cement Treated Fill: Compressive strength targets are 60 psi in 28 days and 90 psi
maximum in 28 days.

3.9 FIELD QUALITY CONTROL
A. Test trench backfilling until a compaction pattern acceptable to CONTRACTOR and
ENGINEER is achieved. Continue random quality control compaction testing.

3.10 SURFACE FINISHING
A. Provide temporary paved surfaces where trenches pass through roadways, driveway
approaches or sidewalks.
B. Restore paved surfaces, Section 33 05 25.

Snowbasin Resort Legend Well House Specifications

C. Landscapes: Restore landscaping as indicated and as follows where applicable.
1. Section 32 92 00 for turf and grasses.
2. Section 32 93 13 for other ground cover.
D. Repair public and private facilities damaged by CONTRACTOR.

3.11 CLEANING
A. Remove stockpiles from site when work is complete. Grade site to prevent free
standing surface water.
B. Leave borrow areas clean and neat.

END OF SECTION

Snowbasin Resort Legend Well House Specifications

SECTION 33 08 00
COMMISSIONING OF WATER UTILITIES

PART 1 GENERAL
1.1 SECTION INCLUDES
A. Tests to be performed for commissioning pressurized and non- pressurized water piping systems.
B. Warning: DO NOT use hydrostatic pressures for air-pressure testing.

1.2 REFERENCES
A. ASTM Standards.
C497 Testing Concrete Pipe, Sections, or Tile
C969 Infiltration and Exfiltration Acceptance Testing of Installed Precast Concrete Pipe Sewer Lines
C1103 Joint Acceptance Testing of Installed Precast Concrete Pipe Sewer Lines
C1214 Test Method for Concrete Pipe Sewerlines by Negative Air Pressure (Vacuum)
F1417 Installation Acceptance of Plastic Non-pressure Sewer Lines Using Low-Pressure Air
F2497 Infiltration and Exfiltration Acceptance Testing of Installed Corrugated High Density Polyethylene Pipelines

B. NASSCO Standards.
PACP Pipe Condition Assessment Using CCTV.

1.3 DEFINITIONS
A. CCTV: Acronym for closed-circuit television.
B. Leakage: The quantity of water required to maintain specified hydrostatic test
pressure after pipeline has been filled with water and air expelled.
C. Non-rigid Pipe: Any pipe that requires bedding and pipe zone backfill material for
sturctural support to prevent distortion that may be caused by dditional backfill
placement.
D. PACP: Acronym for pipeline assessment certification program. This program is
provided by the National Association of Sewer Service Companies (NASSCO).

1.4 SUBMITTALS
A. CCTV Report: Include the following.
1. CCTV personnel are NASSCO PACP certified.
2. NASSCO PACP certified database and electronic worksheets accompany

Snowbasin Resort Legend Well House Specifications

all progress inspection work.
3. All ENGINEER and NASSCO PACP required header information must be
fully and accurately entered on all CCTV reports.
4. Corrections to punch list items are submitted in report form prior to final payment.

B. Commissioning Test Report: Use the commissioning test schedule (Table 3
this section) which identifies tests to be performed for commissioning potable
and non-potable water piping systems. For each test performed, submit the
following information as applicable.
1. Type of test.
2. Project number and date of the report.
3. Size, type, location and length of pipe in test section.
4. Test pressure and time.
5. Written and still image documentation of locations where deflection
deviations, joint gaps, pipe damage, and any other deficiencies are
observed.
6. Statement of whether mandrel was or was not able to pass.
7. Amount of leakage versus allowable.
8. Date of test approval.
9. Signature of test supervisor.
10. Signature of Resident Project Representative witnessing the test.

1.5 PROJECT CONDITIONS
A. CCTV: Run water through subject test system prior to video inspection. Conduct
inspection prior to installation of paved surfaces. ENGINEER to be present during
video inspection.
1. Record vertical and horizontal deviations, joint gaps, cracks, and pipe damage.
2. Video the entire circumference at each joint. Zoom where necessary.
3. Video image must be clear, continuously illuminated, focused, free from roll, static, or other image distortion qualities.
4. Identify the date, pipe reach, slope, upstream and downstream manhole numbers, and manhole to manhole footage.
5. Provide video inspection log as a computerized data report with a map of the
system inspected with appropriate identification labels and still images of
defects discovered in the video.
6. Repeat unsatisfactory inspections at no additional cost to OWNER.
B. Manual inspections are to be done by ENGINEER.

1.6 WARRANTY
A. At the end of the one year correction period repeat any test requested by ENGINEER to verify warranty of pipeline performance.

Snowbasin Resort Legend Well House Specifications

B. OWNER will pay for the cost of additional test inspections if pipe tests meet criteria in this section.

PART 2 PRODUCTS
2.1 TESTING MATERIALS
A. Medium: Water, air.

PART 3 EXECUTION

3.1 CONSTRUCTION EQUIPMENT
A. Leakage Recording Equipment:
1. Supply all equipment and power to perform leakage testing.
2. Secure approval of pressure and vacuum gages.
3. Locate all gages and recording equipment away from affect of sunshine or unsuitable weather conditions.
4. Place, vents, taps and drains for the test. Repair pipeline at completion of test at no additional cost to OWNER.
B. CCTV:
1. Video operator is currently NASSCO PACP certified.
2. Camera is to be crawler mounted meeting the following.
a. Head is in the pipe diameter center with lighting sufficient to produce a clear picture of the entire periphery of the pipe.
b. Pan and tilt to a 90 degree angle with the axis of the pipe.
c. Rotate 360 degrees.
d. Crawl at a speed no greater than 30 feet per minute.
3. For pipe lateral replacements constructed by bursting, operate video camera in presence of Project Representative.
C. Mandrel:
1. Diameter whether it is fixed or variable size must be verified with a proving ring or other method according to manufacturer's guideline.
2. Contains at least nine equally spaced runners.
3. Length not less than the diameter.
4. Pulled (not pushed) through pipe.
5. Recommend an alternate method of measurement if mandrel testing would cause damage to internal pipe coating.

3.2 PREPARATION
A. Notify ENGINEER 48 hours in advance of test.
B. Carry out selected tests as pipeline construction progresses to ensure

Snowbasin Resort Legend Well House Specifications

construction methods are producing satisfactory results.
C. Remove debris, sediment and other material from installed pipe before testing.
Do not discharge or flush sand, gravel, concrete, debris or other foreign material
into any existing pipeline system. Flushing with clean water only will be allowed
but with minimal flows to eliminate exceeding capacities of receiving systems.
Flushing into existing pressurized water systems is NOT ALLOWED.
3.3 GRADE AND ALIGNMENT TEST
A. Tolerances for pipe placement are as follows.
Table 1 - Grade and Alignment
Design Grade Tolerances
Grade (a) Alignment
Greater than 1% 1/2 inch in 10 feet 1" from true line
0.5 to 1% 1/4 inch in 10 feet 1" from true line
Less than 0.5% 1/4 inch in 100 feet 1" from true line
NOTES
(a) Grade does not result in a level or reverse sloping invert. Standing water is evidence of non-compliance.
(b) For culverts, increase tolerances by 50 percent.
3.4 JOINT TESTS
A. Gap: Evaluate each pipe joint with a gap exceeding allowance in the following table. Recommend appropriate corrective action according to manufacturer's recommendations.
Table 2 - Joint Gap
Pipe Diameter, inches Allowance, maximum
Less than 12 (a)
12 - 36 0.75 inch
42 - 48 1.00 inch
54 - 90 1.25 inches
96 - 144 1.75 inches
NOTES
(a) In pipes less than 12 inches diameter, allowable separation is equal to or less than amount permitted by manufacturer.

B. Invert Elevation: Variation in invert elevation where pipe sections join shall not exceed 1/64 inch per inch of pipe diameter, or 1/4 inch maximum.

Snowbasin Resort Legend Well House Specifications

3.5 INFILTRATION TEST
A. Tolerance: 200 gallons per inch, per mile, per day maximum (EPA's standard for
sanitary sewers is specified). If ground water table is less than two (2) feet above
the crown of the pipe the infiltration test is not required.
B. Concrete Pipe: ASTM C969.
C. Plastic Pipe: ASTM F2497.

3.6 EXFILTRATION TEST
A. Preparation: Air test or hydrostatic test is CONTRACTOR's choice.
B. Air Test:
1. Plastic Pipe: ASTM F1417.
a. For pipe up to 30 inches diameter, pressure drop is 0.5 psi.
b. For pipe larger than 30 inches diameter, isolated joint test is
3.5 psi. Maximum pressure drop is 1.0 psi in 5 seconds.
2. Concrete Pipe:
a. ASTM C1214 for concrete pipe 4" to 24" diameter.
b. ASTM C1103 for concrete pipe 27" and larger.
C. Hydrostatic Test: Provide air release taps at pipeline’s highest elevations and
expel all air before the test. Insert permanent plugs after test has been completed.
1. Plastic Pipe: ASTM F2497.
2. Concrete Pipe: ASTM C497. Abide by Section 3 and Section 16 in the ASTM standard and applicable recommendations of manufacturer.
C. Locate and repair leakage and retest until leakage rate is less than allowable.
D. Repair any noticeable leakage even if total leakage is less than allowable.

3.7 DISTORTION TEST
A. Concrete Pipe: Maximum crack width is 0.1 inch. Provide photographs of all cracks for possible mitigation or monitoring purposes.
1. Record location of cracks smaller than 0.1 inch. ENGINEER will evaluate crack at end of one year correction period.
2. For cracks exceeding 0.01 inch, measure crack width and provide
photographs for monitoring purposes during subsequent inspections.
B. Plastic and Other Pipe: Maximum internal diameter reduction in any plane
measured full length of installation prior to pavement placement, and at the end of
the correction period is as follows.
1. Polyvinyl chloride pipe, 7.5 percent.
2. High density polyethylene pipe, 5 percent.
3. Polypropylene pipe, 5 percent.
4. Ductile iron pipe, 3 percent.
5. Corrugated metal pipe, 7.5 percent.

Snowbasin Resort Legend Well House Specifications

3.8 OBSTRUCTION TEST
A. Maximum protuberance is 1 inch.

3.9 TRACER WIRE CONTINUITY TEST
A. Test all tracer wire sections for continuity.

3.10 COMMISSIONING TEST SCHEDULE
A. The following table identifies required commissioning tests.
Table 3 - Commissioning Test Schedule

Ali
gnment

Gr
ade
Jo
int

Inf
f
i
l
t
rati
o
n Exfi
l
t
ratio
n Distorti
on
Obstructi
o
n Disin
f
ec
ti
o
n Trace
r
Wi
re

Gravity Irrigation
Landscaping
(a) ●
Pressure Irrigation
Landscaping
(a,b,c) ● ●
Sanitary Sewers (b,c) ● ● ● ● ● ● ●
Sub-drains ● ● ●
Storm Drains (c,d) ● ● ● ● ● ● ●
Potable Water (c,d,e) ● ● ● ●
Non-potable water (d) ● ● ●
NOTES
(a) All lateral pipes drain.
(b) Operational testing: Landscaping systems.
• Perform operational testing after hydrostatic
test is complete, backfill is in place, and
sprinkler heads are adjusted to final
coverage.
• Demonstrate system meets coverage requirements and automatic controls function properly.
• Coverage requirements are based on operation
of one (1) circuit at a time.
(c) Exfiltration test for pressure pipeline systems.
(d) Exfiltration when requested by ENGINEER or
specified elsewhere.
(e) Legally dispose disinfection and flushing water and ensure no damage to the environment.

3.11 REPAIR
A. Repair pipeline system at no additional cost to OWNER until it passes commissioning tests.

END OF SECTION

Snowbasin Resort Legend Well House Specifications

SECTION 33 11 00
WATER DISTRIBUTION AND TRANSMISSION

PART 1 GENERAL

1.1 SECTION INCLUDES
A. Installation of a pressurized water pipe system.
B. Refer to Section 33 31 00 if the system is a non-pressure sanitary sewer.
C. Refer to Section 33 41 00 if the system is a non-pressure storm drain, sub-drain,
irrigation system, etc.

1.2 REFERENCES
A. American Concrete Pipe Association (ACPA) Publications: Concrete
Pipe Handbook.
B. APWA (Utah) Standards:
Plan 255 Bituminous pavement T-patch.
Plan 256 Concrete pavement patch.
Plan 381 Trench backfill.
Plan 382 Pipe zone backfill.
Plan 521 3/4” and 1” meter.
Plan 522 1-1/2” and 2” meter.
Plan 541 Water service line.
Plan 542 Water service line loop.
Plan 543 Watermain loop.
Plan 551 3/4” and 1” service taps.
Plan 552 1-1/2” and 2” service taps.
Plan 561 Direct bearing thrust block.
Plan 562 Tie-down trust restraints.
Plan 574 Cover collar for water valve boxes.

C. AWWA Standards:
C600 Installation of Ductile-Iron Water Mains and Their Appurtenances.
C605 Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipe
and Fittings for Water.
C800 Underground Service Line Valves and Fittings. C901
Polyethylene (PE) Pressure Pipe and Tubing, 1/2 in.
Through 3 in., for Water Service.
M11 Manual for Steel Pipe - Design and Installation.
D. Copper Development Association (CDA) Standards.
E. Applicable water company requirements standards.

Snowbasin Resort Legend Well House Specifications

1.3 PERFORMANCE REQUIREMENTS
A. Depth of Cover:
1. Minimum as indicated in local building code from top of pipe to ground surface.
72 inches maximum unless ENGINEER authorizes otherwise.
2. If less cover, provide additional protection to withstand frost and external
loads.
B. Remove any section of pipe already placed that is found to be defective or
damaged. Relay or replace without additional cost to OWNER.
1.4 SUBMITTALS
A. Product data: Submit manufacturer’s technical product data and installation
instructions.
B. Commissioning: Provide Section 33 08 00 submittals.
C. Record Documents, Section 01 78 39: Include details of underground structures,
connections, thrust blocks and anchors. Show interface and spatial relationship
between piping and adjacent structures.
D. Operating and Maintenance: Submit data, Section 01 78 23. Include maintenance
data, parts list, product data and Shop drawings.
1.5 SITE CONDITIONS
A. Minimize neighborhood traffic interruptions. Barricade stockpiles.
B. Secure acceptance of pipeline lateral tie-in work.
C. Repair public and private facilities damaged by CONTRACTOR.
D. Do not operate any currently active water valve until its owner and water company's
permission is secured.
1.6 ACCEPTANCE
A. Each component in the distribution and transmission system must pass applicable
commissioning requirements in Section 33 08 00.

PART 2 PRODUCTS

2.1 PIPES AND FITTINGS
A. Provide piping materials and factory fabricated piping products of sizes, types,
pressure ratings, and capacities indicated. Use only NSF approved products in
drinking water systems. All such products shall be appropriately stamped with the
NSF logo.
B. Where not indicated, provide proper selection as determined by installer and
acceptable to ENGINEER to comply with installation requirements.
C. Provide sizes and types of equipment connections for fittings of material that
matches pipe material used in the piping system. Where more than one type of
material or product Option is indicated, selection is installer's choice.
D. Provide pipe fittings and accessories of same material and weight or class as
pipe, with joining method indicated or recommended by manufacturer.

Snowbasin Resort Legend Well House Specifications

2.2 VALVES
A. Section 33 12 16.

2.3 VALVE BOX
A. Buried Valves in Traffic Areas: Cast iron two (2) piece slip sleeve type, 5-1/4 inch
shaft, with a drop lid.
B. Buried Valves in Non-Traffic Areas: Cast iron two (2) piece screw adjustable
sleeve of height required for installation.
C. Markings: Cast appropriate utility lettering on cover.

2.4 VALVE CHAMBER
A. Basin: Class 4000 concrete floor and walls.
B. Steps: Plastic, cast into sidewalls greater than four (4) feet deep.
C. Top: Flat slab class 4000 concrete.
D. Frame and Cover: Scoriated asphalt coated, heavy duty ductile iron conforming to
Section 05 56 00 with flat top design and appropriate utility lettering. Shape and
size required.

2.5 MORTAR, GROUT, AND CONCRETE
A. Mortar: Portland cement, Section 04 05 16.
B. Grout: Portland cement, Section 03 61 00.
C. Concrete:
1. Cast-in-place: Class 4000, Section 03 30 04.
2. Precast: Class 5000, Section 03 40 00.

2.6 TAPPING SADDLES
A. Bronze alloy or stainless steel saddles with stainless steel straps (double straps on
pipes over 12 inches diameter).
B. Straight threads. Tappered threads not allowed.
C. Rated working pressure, 300 psi minimum.
D. Neoprene Buna N gaskets.

2.7 SERVICE CONNECTION
A. Taps: Saddle clamp or direct type. Provide plastic spacers or nipples to separate
non-similar metals.
B. Service Line:
1. Copper Pipe: Type K, Section 33 05 03 with 200 psi compression fittings
according to AWWA C800.
2. Polyethylene Pipe: AWWA C901 with 200 psi compression fittings, and
ratings according to AWWA C800.

Snowbasin Resort Legend Well House Specifications

2.8 ACCESSORIES
A. Bolts, Nuts, Washers: Steel, Section 05 05 23.
B. Anchorages: Provide anchorages for tees, wyes, crosses, plugs, caps, bends, valves,
and hydrants. After installation, apply full coat of asphalt or other acceptable
corrosion-retarding material to surfaces of ferrous anchorages.
C. Corporation Stops: All bronze, straight threads, full port, ball valve.
D. Hydrant and Valve: Dry barrel, Section 33 12 19.
E. Water Meter and Valve: Section 33 12 19.
F. Grease: Non-oxide food grade required where in contact with potable water. Non-
oxide poly-fm for all exposed buried metal surfaces for bolts, nuts, washers,
restraints, etc.
G. Polyethylene Sheet: Six (6) mil thick minimum.
H. Joint Restraints: Acceptable to ENGINEER prior to installation.

PART 3 EXECUTION

3.1 EXAMINATION
A. Verify trench excavation is ready to receive work, and dimensions, and elevations
are as required.
B. Commencing installation means acceptance of existing conditions.
3.2 PREPARATION
A. Excavation, Section 31 23 16. Hand trim to required elevations. Correct over
excavations.
B. Remove stones or other hard matter that manufacturer stipulates may damage pipe
during embedment or impede backfilling or compaction.
C. Examine areas and conditions under which materials and products are to be installed.
Do not proceed with system installation until unsatisfactory conditions have been
corrected in manner acceptable to system installer.
D. Clearly identify and promptly set aside defective or damaged pipe.
E. Use pipe cutting tool acceptable to pipe manufacturer.
3.3 LAYOUT
A. Comply with Utah administrative rules R309-550. As a minimum locate potable water
pipe at least 18 inches vertical and 10 feet horizontal edge to edge between water
and sewer lines. Place water lines above sewer line.
B. Where potable water pipe crosses under gravity-flow sewer lines, fully encase sewer
pipe in concrete for a distance at least 10 feet each side of the crossing:
1. Do not locate any joint in the water line within 36 inches of the crossing.
2. Encase water line if it is within 24 inches of a sewer force main or a sewer
inverted syphon.
3. Encase sewer main joints in concrete if joints are horizontally closer than 36
inches to the water line.
C. Do not put potable water lines in the same trench with sewer lines, storm drains or

Snowbasin Resort Legend Well House Specifications

electric wires.

3.4 INSTALLATION - PIPE AND FITTING
A. General:
1. Seal each open end of pipeline at end of day’s work.
2. Grease all bolts and nuts then apply polyethylene sheet and tape wrap.
B. Steel Pipe: AWWA M11.
C. Ductile Iron Pipe: AWWA C600.
D. Copper Tube: CDA "Copper Tube Handbook".
E. Polyethylene Pipe: For three (3) inches and smaller pipe follow AWWA C901. Install
all other sizes per manufacturer's installation instructions.
F. Polyvinyl Chloride Pipe: AWWA C605.
G. Concrete Pipe: ACPA "Concrete Pipe Handbook".
H. Wedges: Install metal wedges on metal pipe systems. Grease and plastic wrap
exposed metal wedges.

3.5 INSTALLATION – CONCRETE THRUST BLOCK
A. APWA Plan 561 or 562.
B. Do not make hydrostatic tests of Section 33 08 00 until thrust block concrete has
cured for at least five (5) days.
C. Provide thrust blocks on all plugs, caps, tees, hydrants and vertical or horizontal
elbows.
D. Provide stainless steel or epoxy coated steel tie rods and clamps or shackles to
restrain thrust.
E. Unless indicated otherwise or directed by ENGINEER, place base and bearing sides
of thrust blocking directly against undisturbed earth.
F. Sides of thrust blocking not subject to thrust may be placed against forms. Place
thrust blocking so joint fittings will be accessible for repair.

3.6 INSTALLATION - VALVE AND VALVE BOX
A. Valves:
1. Ensure all parts are in working order.
2. Set location of valves outside of sidewalk limits, driveway approach and other
pedestrian or vehicular interference.
3. Install plumb with stem pointing up.
4. Grease all exposed bolts and nuts then apply polyethylene sheet and tape wrap.
B. Air Relief Valves:
1. At high points in water mains where air can accumulate, air may be removed by
means of hydrants or air relief valves.
2. DO NOT use automatic air relief valves where flooding may occur.
C. Valve Box:
1. Set over valve nut so operator's key is plumb with clearance in valve box when

Snowbasin Resort Legend Well House Specifications

opening and closing the valve. Riser must NOT rest on valve or pipe system.
2. Adjust riser to finish grade and clean all dirt or foreign material out of riser.
3. Install concrete cover collar in bituminous paved surface APWA Plan 574.

3.7 INSTALLATION – JOINT RESTRAINTS
A. Without Thrust Blocks: Install joint restraints with all valves for the distance
acceptable to the ENGINEER.
B. With Thrust Blocks: Install joint restraints for the distance approved by the
ENGINEER where concrete block design exceeds three (3) cubic yards, for vertical
bends, where soil is disturbed, or where undisturbed soil bearing capacity is less than
1000 pounds per square foot.

3.8 INSTALLATION – TAPS
A. APWA Plan 551 or 552.
B. Apply for and pay for applicable permits from water company for size and location of
tap to water main. Comply with all connection requirements of water company.
C. Make service taps with a tapping machine acceptable to water company. Use teflon
tape on all taps unless indicated otherwise.
D. Minimum distance between taps is 24 inches, with a five (5) degree stagger. Do not
make service taps within 24 inches of the end of pipe. Install taps at 60 degrees
from vertical, or authorized by ENGINEER.
E. Service saddles are required on all taps except, 3/4 inch or 1 inch taps to new ductile
iron pipe
F. Grease all exposed bolts and nuts then apply six (6) mil thick polyethylene
sheet and tape wrap.

3.9 INSTALLATION – SERVICE LINE
A. Replacing Existing Water Service Line: APWA Plan 541.
1. Follow AWWA C800, Utah drinking water Rules and Regulations and
International Building Code requirements.
2. When replacing water service lines, replace non-copper pipe with:
a. Type K copper pipe, Section 33 05 03, or
b. Polyethylene pipe, AWWA C901
3. Minimum pipe diameter 3/4 inch, maximum 3 inches.
4. Distance from nearest joint or existing tap is 24 inches minimum unless a greater
distance is required by pipe manufacturer.
B. Looping Existing Water Service: APWA Plan 542.
1. Minimum pipe diameter is one (1) inch.
2. Use liquid nitrogen to spot freeze active service lines. Pinching tools used to
close active service lines may be used only if allowed in writing by ENGINEER.
3. Soldered joints or connections not allowed.
4. For copper to iron connections use a brass pack joint compression coupling
with joint locking device.

Snowbasin Resort Legend Well House Specifications

5. For copper-to-copper connections use a brass compression fittings. Flared
end fittings are not allowed.
C. Meter box: APWA Plan 521 or 522. Install meter box back of curb, outside of
sidewalk, outside of driveway approaches, or other vehicular or pedestrian
interference.

3.10 INSTALLATION – WATER MAIN LOOP (SYPHON)
A. APWA Plan 543.
B. Existing water mains may not match standard size. Excavate to obtain actual
pipe diameter and match size.
C. Do not shutdown pipeline until couplings and fittings are on site. Coordinate
shutdown with water company.
D. Connections to steel or transite pipe require transition couplings or sleeves
with transition gaskets.
E. Grease all exposed bolts and nuts then apply six (6) mil thick
polyethylene sheet and tape wrap.
F. Provide thrust blocks except where joints are welded. Follow details shown on
drawings.

3.11 DISINFECTION
A. Section 33 13 00.
B. After disinfection, legally dispose of disinfection water.

3.12 BACKFILLING
A. Before backfilling secure ENGINEER’s acceptance of brass wedge
installations and concrete thrust block installations.
B. Trenches and Pot-holes: Follow requirements in Section 33 05 20 and the
following Standard Plans.
1. APWA Plan 382 for the pipe zone.
2. APWA Plan 381 for the trench backfill.
C. Landscapes and Structural Backfill: Follow Section 31 23 23
requirements.
3.13 COMMISSIONING
A. Before surface finishing, commission pipeline per Section 33 08 00. Provide sizes
and types of equipment connections and fittings that match pipe materials when
pressure testing system.
B. If paved surfaces must be kept open prior to commissioning, provide temporary
paved surfaces.

3.14 SURFACE FINISHING
A. Roadway Trenches and Patches: Follow requirements in Section 33 05 25 and in
the following Standard Plans:
1. APWA Plan 255 for bituminous concrete T-patch.

Snowbasin Resort Legend Well House Specifications

2. APWA Plan 256 for concrete pavement patch.
B. Landscapes: Restore landscaping as indicated and as follows where
applicable.
1. Section 32 92 00 for turf and grasses.
2. Section 32 93 13 for other ground cover.
C. Repair public and private facilities damaged by CONTRACTOR.

3.15 CLEANING
A, Remove debris, concrete, or other extraneous material that accumulates in
existing piping or structures.
B. Clean all pipelines after testing. Do not flush sand, gravel, concrete, debris or other
materials into existing piping systems.

END OF SECTION

Snowbasin Resort Legend Well House Specifications

SECTION 33 12 16
WATER VALVES

PART 1 GENERAL

1.1. SECTION INCLUDES
A. Gate, butterfly, plug, check, pressure reducing, pressure relief, control valves and their installation.

1.2 REFERENCES
A. AWWA Standards:
C111 Rubber-Gasket Joints for Ductile-Iron and Gray-Iron Pressure Pipe and Fittings.
C504 Rubber-Seated Butterfly Valves.
C508 Swing-Check Valves for Waterworks Service, 2 In.
Through 24 In. NPS.
C509 Resilient-Seated Gate Valves for Water and Sewerage Systems.
C550 Protective Interior Coatings for Valves and Hydrants. C600
Installation of Ductile-Iron Water Mains and Their Appurtenances.
1.3 SUBMITTALS
A. Provide technical information for evaluating quality of valve. As a minimum include
dimensions, weights, materials lists and operation charts.

PART 2 PRODUCTS

2.1 VALVES - GENERAL
A. Underground:
1. Less than three (3) inches: Screwed ends.
2. 3 inches and larger: Flanged or mechanical joint ends. Non-rising stem. Two
inches square operating nut. Low alloy steel bolts, AWWA C111.
B. Submerged or Above Sewage or Water:
1. Valve body bolts per manufacturer’s recommendations.
2. For joining valve to piping system use stainless steel nuts and bolts, Section 05 05 23.

C. Below an Operating Deck: Provide shaft extension from the valve to deck level.
D. Above Ground: Non-rising stems equipped with a hand wheel.
E. Manually Operated Valves Over six (6) feet Above Operating Level: Provide chain operated handles.
F. Clearance: Install so handles clear all obstruction when moved from open to closed.
G. Rated Working Pressure: 150 psi if not indicated.
H. Coating: Interior, AWWA C550. Exterior per manufacturer’s recommendation.
Snowbasin Resort Legend Well House Specifications

2.2 GATE VALVES
A. AWWA C509.
B. 3 inches through 48 inches, cast iron body, bronze mounted, non-rising stem with "O" ring seals.
C. Open counterclockwise.

2.3 BUTTERFLY VALVES
A. AWWA C504.
B. 3 inches through 48 inches, cast iron body, bronze mounted.
C. Short body if disc will not interfere with adjacent fittings or long body at CONTRACTOR's option.
D. Wafer Valves: Subject to ENGINEER’s approval.

2.4 ECCENTRIC PLUG VALVES
A. Material: Cast iron body, bronze mounted, non-lubricated, eccentric, quarter-turn type with resilient face plugs, ductile iron discs with upper and lower shafts integral.
B. Markings: Indicate open and close position.
C. Port Areas: At least 82 percent of full pipe area.
D. Resilient Seat Seals: Buna N, field replaceable.

2.5 CHECK VALVES
A. AWWA C508.
B. Less than three (3) inches: Y-pattern, bronze, regrinding, swing check valve, 200 psi working pressure.
C. 3 inches and larger: Iron body, bronze mounted, swing valves with stainless steel
hinge pins and outside weight and lever if not indicated otherwise.

2.6 PRESSURE REDUCING VALVES - SERVICE LINE
A. Operation: Capable of reducing a varying higher upstream pressure to an adjustable constant lower downstream pressure.
B. Spring and nylon reinforced diaphragm type construction.
C. Equip with Y-strainer upstream of valve.

2.7 PRESSURE REDUCING VALVES - MAIN LINE
A. Operation: Capable of maintaining an adjustable constant downstream pressure regardless of upstream pressure.
B. Type: Hydraulically operated using a direct-acting, spring-loaded, normally open, pilot valve controlled diaphragm:
1. Single removable seat and a resilient disc. No "O" ring type discs permitted. No
external packing glands permitted. No pistons operating main valve or pilot
controls permitted.
2. Y-strainers on pilot controls, variable closing and opening speed controls and a valve position indicator.
C. Rating: 250 psi working pressure.
D. Connection: Flanged.
E. Pressure Gage: Upstream and downstream of valve capable of accurately
Snowbasin Resort Legend Well House Specifications

measuring system pressures.

2.8 PRESSURE RELIEF VALVES
A. Operation: Maintain a constant upstream pressure by passing or relieving excess pressure.
B. Closed Valves: Drip-tight.
C. Type: Hydraulically operated, pilot control using a diaphragm with a single removable seat and resilient disc.
D. Pilot Controls: Direct acting, adjustable between 20 and 200 psi, spring- loaded diaphragm valve.
E. Rating: 250 psi working pressure.
F. Connection: Flanged.

2.9 CONTROL VALVE
A. Globe: Diaphragm actuated, single seated, composition disc, hydraulically operated.
B. Pilot Controls: Externally mounted, four-way, solenoid pilot valve with self cleaning strainers and diaphragm type check valves:
1. Equipped with a limit switch for pump control.
2. Equipped with a built-in lift check valve to prevent flow reversal.
E. Rating: 250 psi working pressure.
F. Connection: Flanged.
G. Solenoids and Limit Switch: Supplied with operating voltage indicated.

PART 3 EXECUTION

3.1 INSTALLATION
A. Flush all lines before valve installation.
B. In ductile iron water mains, AWWA C600.
C. Install butterfly valve shafts vertical in vault boxes and horizontal otherwise.

END OF SECTION

Snowbasin Resort Legend Well House Specifications

SECTION 33 13 00
DISINFECTION

PART 1 GENERAL

1.1 SECTION INCLUDES
A. Disinfection of potable water system.
B. Test and report results.

1.2 REFERENCES
A. AWWA Standards:
A100 Water Wells. B300 Hypochlorites.
B301 Liquid Chlorine.
C651 Disinfecting Water Mains.
C652 Disinfection of Water-Storage Facilities.

B. State of Utah Standards:
Public Drinking Water Regulations, Part 2, Section 12.

1.3 DEFINITIONS
A. Disinfectant Residual: The quantity of disinfectant in treated water.
B. ppm: Parts per million.

1.4 SUBMITTALS
A. CONTRACTOR's evidence of experience in disinfection.
B. Bacteriological laboratory's certification.
C. Disinfection Report: Three (3) copies containing:
1. Date issued.
2. Project name and location.
3. Treatment contractor's name, address and phone number.
4. Type and form of disinfectant used.
5. Time and date of disinfectant injection started.
6. Time and date of disinfectant injection completed.
7. Test locations.
8. Initial and follow-up disinfectant residuals in ppm for each outlet tested.
9. Time and date of flushing start.
10. Time and date of flushing completion.
11. Disinfectant residual after flushing in ppm for each outlet tested.
12. Flush water disposal location and acceptance by local agency.

Snowbasin Resort Legend Well House Specifications

D. Bacteriological Report: Three (3) copies including:
1. Date issued.
2. Project name and location.
3. Laboratory's name, certification number, address, and phone number.
4. Time and date of water sample collection.
5. Name of person collecting samples.
6. Test locations.
7. Time and date of laboratory test start.
8. Coliform bacteria test results for each outlet tested.
9. Certification that water conforms or fails to conform to bacterial standards of State of Utah public drinking water regulations.
10. Bacteriologist's signature.

1.5 QUALITY ASSURANCE
A. Bacteriological Laboratory: Certified by State of Utah if laboratory is other than OWNER's laboratory.

1.6 PRODUCT HANDLING
A. Store and protect disinfectant in accordance with manufacturer's recommendations
to protect against damage or contamination. Do not use unsuitable disinfectant.
B. Follow all instruction labeling for safe handling and storage of disinfectant materials.

1.7 REGULATORY REQUIREMENTS
A. Conform to State of Utah public drinking water regulations.

PART 2 PRODUCTS

2.1 DISINFECTANT
A. AWWA B301. Liquid chlorine 99.5 percent pure by volume.
B. AWWA B300. Sodium hypochlorite not less than 100 grams per liter available chlorine.
C. AWWA B300. Calcium hypochlorite 65 to 70 percent available chlorine by weight in granular form.
D. Powder, tablet, or gas according to manufacturer's specification.

2.2 ALKALI
A. Caustic soda or soda ash.

2.3 ACID
A. Hydrochloric (muriatic).

Snowbasin Resort Legend Well House Specifications

PART 3 EXECUTION

3.1 PREPARATION
A. Provide necessary signs, barricades, and notices to prevent accidental exposure to disinfecting materials, consuming disinfecting water, or disturbing system being disinfected.
B. Make sure potable water system is complete, clean, and that the system to be disinfected is not connected to an existing system.

3.2 DISINFECTION OF WATER LINES
A. Use one method defined under AWWA C651 that is acceptable to ENGINEER.
B. After pressure testing per Section 33 08 00, flush system through hydrants or if a hydrant does not exist, install a tap of sufficient size to provide 2.5 feet per second flushing velocity in the line.
C. Starting at outlet closest to water source, bleed water from each outlet until chlorine
residual reaches outlet. Repeat process at each outlet throughout system.
D. Collect a bacteriological water sample at end of line to be tested. If sample fails
bacteriological test, flush system and retest. Continue flushing and retesting until
a good sample is obtained.
E. If flushing does not produce a passing bacteriological test disperse disinfectant throughout system to obtain 10 to 25 ppm of free chlorine residual.
F. Flush the chlorinated water from the main until chlorine measurements show
concentration in the water leaving the main is no higher than that generally prevailing
in the system or is acceptable for domestic use.
G. After a passing bacteriological test sample is obtained, let the system relax for 24
hours. Flush and collect a subsequent bacteriological sample for testing. If the
subsequent test passes then water line is acceptable.

3.3 DISINFECTION OF CULINARY WELLS
A. Use one method defined under AWWA A100 that is acceptable to ENGINEER.
B. Do not start disinfection until well is thoroughly cleaned.
C. Use a disinfecting solution containing a minimum of 50 ppm residual chlorine.
D. Flush system after disinfection.

3.4 DISINFECTION OF WATER STORAGE RESERVOIRS
A. Use one method defined under AWWA C652 that is acceptable to ENGINEER.
B. Do not start disinfection until water storage tank is thoroughly cleaned.
C. Provide and use necessary safety equipment for workers in contact with disinfectant or gasses.
D. Flush system after disinfection.

3.5 FIELD QUALITY CONTROL
A. Bacteriological Test:
1. Collect samples for testing no sooner than 16 hours after system flushing.
2. Analyze water samples per State of Utah requirements.
3. If bacteriological test proves water quality to be unacceptable, repeat system treatment.

Snowbasin Resort Legend Well House Specifications

4. Do not place water systems into service until a passing bacteriological test is
made. Provide a copy of the passing test to ENGINEER.
B. Disposal of Disinfectant:
1. Legally dispose of disinfecting water and ensure no chlorine buildup or damage to the environment.

END OF SECTION

Page 4 of 4
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SNOWBASIN RESORT COMPANY
LOCATED IN THE SOUTHWEST QUARTER OF SECTION 33, T6N, R1E, SL B&M, AND THE SOUTHEAST
QUARTER OF SECTION 32, T6N, R1E, SL B&M. WEBER COUNTY, UTAH
THIS PROJECT CONSISTS OF DEVELOPING THE LEGEND WELL HOUSE
LEGEND WELL HOUSE
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1588 SOUTH MAIN STREETSUITE 200SALT LAKE CITY, UT 84115801.743.1300
No. 7899506
RYAN W.
CATHEYR
E
G I S T E R E D P R O F E S S I O N A L

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STATE OF U T A H04.18.2024
VICINITY MAP
PROJECT LOCATION
CIVIL
INDEX OF DRAWINGS
STRUCTURAL
ELECTRICAL
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1588 SOUTH MAIN STREETSUITE 200SALT LAKE CITY, UT 84115801.743.1300
No. 7899506
RYAN W.
CATHEYR
E
G I S T E R E D P R O F E S S I O N A L

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STATE OF U T A H04.18.2024
LEGEND
UTILITY NOTES
GENERAL NOTES CONT.GENERAL NOTES
ABBREVIATIONS :
C100
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1588 SOUTH MAIN STREETSUITE 200SALT LAKE CITY, UT 84115801.743.1300
No. 7899506
RYAN W.
CATHEYR
E
G I S T E R E D P R O F E S S I O N A L

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STATE OF U T A H04.18.2024
C200
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1588 SOUTH MAIN STREETSUITE 200SALT LAKE CITY, UT 84115801.743.1300
No. 7899506
RYAN W.
CATHEYR
E
G I S T E R E D P R O F E S S I O N A L

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STATE OF U T A H04.18.2024
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1588 SOUTH MAIN STREETSUITE 200SALT LAKE CITY, UT 84115801.743.1300
No. 7899506
RYAN W.
CATHEYR
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G I S T E R E D P R O F E S S I O N A L

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STATE OF U T A H04.18.2024
C500
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1588 SOUTH MAIN STREETSUITE 200SALT LAKE CITY, UT 84115801.743.1300
No. 7899506
RYAN W.
CATHEYR
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G I S T E R E D P R O F E S S I O N A L

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STATE OF U T A H04.18.2024
WATER LINE PROFILE A-A
C501
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1588 SOUTH MAIN STREETSUITE 200SALT LAKE CITY, UT 84115801.743.1300
No. 7899506
RYAN W.
CATHEYR
E
G I S T E R E D P R O F E S S I O N A L

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STATE OF U T A H04.18.2024
WATER LINE PROFILE B-B
C502
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1588 SOUTH MAIN STREETSUITE 200SALT LAKE CITY, UT 84115801.743.1300
No. 7899506
RYAN W.
CATHEYR
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G I S T E R E D P R O F E S S I O N A L

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STORM DRAIN PROFILE C-C
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1588 SOUTH MAIN STREETSUITE 200SALT LAKE CITY, UT 84115801.743.1300
No. 7899506
RYAN W.
CATHEYR
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G I S T E R E D P R O F E S S I O N A L

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STATE OF U T A H04.18.2024
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1588 SOUTH MAIN STREETSUITE 200SALT LAKE CITY, UT 84115801.743.1300
No. 7899506
RYAN W.
CATHEYR
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G I S T E R E D P R O F E S S I O N A L

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STATE OF U T A H04.18.2024
SIDE VIEW
FRONT VIEW
SILT FENCE
3'-4'
SPAC
I
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STRAW WADDLE
C700
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1588 SOUTH MAIN STREETSUITE 200SALT LAKE CITY, UT 84115801.743.1300
No. 7899506
RYAN W.
CATHEYR
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G I S T E R E D P R O F E S S I O N A L

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STATE OF U T A H04.18.2024
WELL HOUSE PIPE & APPURTENANCES PARTS LIST
NO.ITEM MAKE SIZE JOINT LENGTH NOTES
WELL HOUSE PARTS LIST
NO.ITEM MAKE SIZE JOINT NOTES
WELL HOUSE PLAN & SECTION
EXAUST FAN
MAX AIR FLOW
CFM
FAN
RPM VOLTS PHASE HERTZ FANTECH MODEL
ELECTRIC HEATER
NOMINAL AIR FLOW
CFM kW VOLTS PHASE AMPS KING MODEL
AIR FLOW DESIGN CALCULATIONS
C701
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1588 SOUTH MAIN STREETSUITE 200SALT LAKE CITY, UT 84115801.743.1300
No. 7899506
RYAN W.
CATHEYR
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G I S T E R E D P R O F E S S I O N A L

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STATE OF U T A H04.18.2024
WELL PUMP & PITLESS ADAPTER DETAIL
ADJUSTABLE PIPE SUPPORT DETAILFLOOR DRAIN DETAIL LOUVER DETAIL
EXAUHST FAN DETAIL
PRESSURE GUAGE & SAMPLING TAP DETAILPRESSURE GUAGE & SAMPLING TAP DETAIL
ELECTRIC HEATER DETAIL
WELL PUMP PERFORMANCE CURVES
C702
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1588 SOUTH MAIN STREETSUITE 200SALT LAKE CITY, UT 84115801.743.1300
No. 7899506
RYAN W.
CATHEYR
E
G I S T E R E D P R O F E S S I O N A L

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STATE OF U T A H04.18.2024
C703
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1588 SOUTH MAIN STREETSUITE 200SALT LAKE CITY, UT 84115801.743.1300
No. 7899506
RYAN W.
CATHEYR
E
G I S T E R E D P R O F E S S I O N A L

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STATE OF U T A H04.18.2024
ROCKERY WALL DETAIL
DDW-Eng-0009 Page 1 of 1 4/22/2015
Division of Drinking Water
Checklist for New Public Drinking Water Wells
(Per Utah Administrative Code, Rule R309-515-6)

System Name: System Number:

Well Name & Description:

1. Approval to Drill the Well

☐ Project Notification Form (PNF)
☐ Preliminary Evaluation Report (PER) concurrence
☐ Well drilling specifications and plans
☐ Valid Start Card or authorization to drill letter from the Division of Water Rights

2. Approval to Equip the Well

☐ PNF (if the well drilling and well equipping are designed by different consultants)
☐ Well location data
☐ Certification of well seal
☐ Well driller’s report (well log)
☐ Aquifer drawdown test results (step drawdown test & constant-rate test) for well yield
determination
☐ Chemical analyses of the well water
☐ Plans and specifications for equipping the well
☐ Pump information (e.g., pump specifications, pump curve & operating point,
motor information, etc.)
☐ Well head discharge piping
☐ Well house design

3. Operating Permit to Introduce the Well Water

☐ Documentation of valid water right(s)
☐ Recorded land use agreements, or documentation that the requirements for coverage
under the City/County source protection ordinance have been met
☐ Design engineer’s certification of conformance with plan approval conditions
☐ Design engineer’s certification of rule conformance for any deviation from approved
plans
☐ As-built or record drawings
☐ Evidence of O&M manual delivery to system owner
☐ Satisfactory bacteriological results as evidence of proper flushing and disinfection